高强钢绞线网—聚合物砂浆加固钢筋混凝土梁式桥试验研究与机理分析
|
摘要
高强钢绞线网-聚合物砂浆加固技术作为一种新型的加固方法,在工程界的运用正逐步兴起。对该加固技术的加固机理和设计方法进行研究是该技术推广运用的前提和基础。本文围绕河北沧州东关大桥加固工程,经过一系列试验研究,深入分析了高强钢绞线网-聚合物砂浆加固层与混凝土界面之间的粘结破坏机理、高强钢绞线网-聚合物砂浆加固钢筋混凝土梁的抗弯和抗剪性能;确立了从承载力计算、界限配筋率、到剥离强度验算的加固梁计算体系;并通过东关大桥加固前后的静载试验和动力性能分析,验证了计算体系和加固效果。取得的主要成果有以下几个方面。
1、通过243个测点的正拉粘结强度试验、24个测点的剪切粘结强度试验、9个界面剥离破坏试验,分析了聚合物砂浆与混凝土之间的粘结性能及影响因素。研究认为抹灰龄期、界面粗糙度、混凝土和砂浆强度、修补方位等是影响粘结性能的主要因素,其显著性水平按此顺序由高到低排列;此外,加固层长度对剥离强度的影响非常显著,存在有效锚固长度的限制;结合试验数据提出了粘结面正拉强度模型、剪切强度模型、加固层剥离强度模型;结合有限元分析,提出并验证了加固层粘结-滑移本构关系;分析了加固层各材料之间的粘结锚固性能,提出高强钢绞线与聚合物砂浆之间的粘结强度计算模型和锚固长度计算公式;最后结合试验提出加固施工中的注意事项。
2、依据高强钢绞线网-聚合物砂浆加固钢筋混凝土梁试验研究以及加固材料与混凝土之间的粘结性能试验研究,分析了高强钢绞线网-聚合物砂浆加固钢筋混凝土梁破坏模式,着重对加固层界面剥离破坏受力机理进行了深入研究。从加固界面“粘结破坏区”出发,引出“粘结破坏层”概念,建立基于“粘结破坏层”的抗弯构件端部剥离破坏剪应力和正应力的解析解,提出端部剥离破坏准则以及端部剥离承载力简化计算公式;分析了抗弯加固梁中部剥离破坏机理,建立基于“粘结破坏层”的抗弯加固梁中部剥离破坏承载力计算公式,并建立了相关破坏准则;从“粘结破坏层”角度出发,分析了抗剪加固剥离破坏受力机理,基于抗剪加固试验研究和数值分析结果,建立了剥离承载力计算公式。
3、依据本文5根6.6m跨的T形梁抗弯加固试验及其14根梁的抗弯加固数值试验、9根2.5m跨的矩形梁抗剪加固试验及其12根梁的抗剪加固数值试验,分析了混凝土强度、原梁配筋率、原梁配箍率、高强钢绞线用量、二次受力、剪跨比、加固方式等因素对高强钢绞线网-聚合物砂浆加固钢筋混凝土梁受力性能的影响;结合粘结强度和剥离破坏的研究,提出了加固梁抗弯、抗剪承载力计算公式、考虑和不考虑剪切变形影响下的挠度计算公式、最大弯曲裂缝和斜裂缝宽度计算公式、高强钢绞线界限用量计算公式。最终确立了较为完善的加固梁计算体系,并且所有计算结果与相关试验数据吻合良好。
4、为考察高强钢绞线网-聚合物砂浆加固东关大桥的受力性能,本文进行了东关大桥加固前后的车辆静载试验;在此基础上,根据已有的交通调查,建立模型车辆库,编制桥梁荷载谱程序VLS,实现了随机车辆荷载谱的构造及有限元程序的加载,为桥梁结构在随机车辆荷载谱作用下的动力分析、疲劳分析提供了一种可行的方法;并利用该方法分析了车辆荷载谱作用下桥梁加固前后的动力性能。结论进一步表明加固梁计算体系是可行的;动力作用下最不利荷载为密集运营状态下的二车道同向偏载作用,该荷载作用下加固桥梁完全满足承载能力的要求;桥梁横向振动普遍较小,中小跨径公路钢筋混凝土桥梁的横向振动可以忽略不计,并且车流方向对桥梁振动的影响不大;与加固前对应状态相比,加固使桥梁最大挠度减小14.97%,一阶频率提高6.94%,桥梁整体刚度和承载力获得较大幅度提高,加固效果明显;与静载试验相比,最不利荷载作用下桥梁动挠度要小于汽车-超20级静载作用下的挠度,加固后的东关大桥能够达到汽车-超20级荷载的要求。
A new strengthening technology with high strength stainless steel wire mesh and permeability polymer mortar has been gradually used in the domain to reinforce concrete in recent years. This dissertation regards Dongguan Bridge as engineering background and focuses on the systemic experiments and theoretical analysis on behavior of strengthened RC structures with high strength stainless steel wire mesh and permeability polymer mortar. The main research contents and achievements can be summed up in the following aspects.
1. Based on the test of 243 axial tensile adhesive strengths, 24 shear adhesive strengths, and 9 debonding strengths, the bond behavior between polymer mortar and concrete was studied and its influencing factors were analyzed. The main influencing factors include four aspects. The first is plastering age, the second is interface roughness, the next is the strength of concrete and mortar, the last is position of the repaired interface. Their significance level from high to low arranges according to this order. Furthermore, there is an effective length of reinforcing layer, which is extremely remarkable to the bond strength. At the same time, axial tensile adhesive strength models, shear adhesive strength models, bond strength models are proposed. Combined finite element analysis, the bond-slip models are proposed and validated. The bonding anchorage performance of stainless steel wire mesh and polymer mortar was also analyzed, and their bond strength models and the anchorage length models are proposed. At last, the points for attention in reinforcement construction were given.
2. Based on the experimental study on strengthening performance of beams with high strength stainless steel wire mesh and permeability polymer mortar and on bond behavior between polymer mortar and concrete, the failure models of strengthened beams were analyzed. The debonding failure mechanism of the reinforcing plate is principally explored. In view of the debonding failure zone, the concept of debonding failure plate is educed. Based on the debonding failure plate, the analytic solutions of shear stress and normal stress are deduced, which is at the end of reinforcing plate of flexural member, and its failure criterions are also proposed. The simplified formulae of debonding strength are deduced at the end of reinforcing plate. Based on the debonding failure plate, the formulae of debonding strength and its failure criterions are also deduced, which failed because of the mid-span bending cracks. At the same time, based on the shear behavior of strengthened beams and finite element analysis, the formulae of shear debonding strength are proposed.
3. Based on the experimental study on 14 beams and the finite element analysis on 26 beams, which were strengthened with high strength stainless steel wire mesh and permeability polymer mortar, the influencing factors of reinforcing performance were analyzed, such as concrete strength, reinforcement ratio of the old members, stirrup ratio of the old members, secondary loading, shear span ratio, strengthening modes, the amount of stainless steel wire mesh. Combined the study on bond mechanism and debonding failure, the design formulae of flexural load-carrying capacity, shear load-carrying capacity,flexural stiffness, shear stiffness, maximum crack width, maximum diagonal crack width and the maximal ratio of reinforcement are proposed. And now, the calculation system of strengthened RC beams is founded. Furthermore, the calculation results are in good agreement with the interrelated tests.
4. In order to know the strengthening performance of Dongguan Bridge with high strength stainless steel wire mesh and permeability polymer mortar, this dissertation focuses on the static load tests before and after the installation of the strengthening system. Making use of others traffic investigation, the program of VLS, vehicle load spectrum, is written, and stochastic vehicle load spectrums in different traffic conditions are constructed. By using ANSYS, a familiar finite element program, the bridge’s space dynamic response under stochastic vehicle load spectrums is analyzed, which provides a method for analyzing dynamic performance and fatigue performance of highway bridges under stochastic vehicle load spectrums. The results farther show that the calculation system is correct and the strengthened bridge has good dynamic performance and static performance. Under dynamic loads, the most dangerous load is two-lane non-symmetric vehicle load spectrum in uniform direction. The transverse vibration of the medium and small span highway RC bridges is weak, and train flow direction has a weak effect to the bridge’s vibration. Because of strengthening, the bridge’s maximum displacement reduces 14.97%, and its fundamental frequency increases 6.94%. The whole bridge’s stiffness and its carrying capacity are greatly improved, and the strengthening effect is significant. The bridge’s dynamic deflection under vehicle load spectrum is less than its static deflection under the load of China specification of HS-20.
1、通过243个测点的正拉粘结强度试验、24个测点的剪切粘结强度试验、9个界面剥离破坏试验,分析了聚合物砂浆与混凝土之间的粘结性能及影响因素。研究认为抹灰龄期、界面粗糙度、混凝土和砂浆强度、修补方位等是影响粘结性能的主要因素,其显著性水平按此顺序由高到低排列;此外,加固层长度对剥离强度的影响非常显著,存在有效锚固长度的限制;结合试验数据提出了粘结面正拉强度模型、剪切强度模型、加固层剥离强度模型;结合有限元分析,提出并验证了加固层粘结-滑移本构关系;分析了加固层各材料之间的粘结锚固性能,提出高强钢绞线与聚合物砂浆之间的粘结强度计算模型和锚固长度计算公式;最后结合试验提出加固施工中的注意事项。
2、依据高强钢绞线网-聚合物砂浆加固钢筋混凝土梁试验研究以及加固材料与混凝土之间的粘结性能试验研究,分析了高强钢绞线网-聚合物砂浆加固钢筋混凝土梁破坏模式,着重对加固层界面剥离破坏受力机理进行了深入研究。从加固界面“粘结破坏区”出发,引出“粘结破坏层”概念,建立基于“粘结破坏层”的抗弯构件端部剥离破坏剪应力和正应力的解析解,提出端部剥离破坏准则以及端部剥离承载力简化计算公式;分析了抗弯加固梁中部剥离破坏机理,建立基于“粘结破坏层”的抗弯加固梁中部剥离破坏承载力计算公式,并建立了相关破坏准则;从“粘结破坏层”角度出发,分析了抗剪加固剥离破坏受力机理,基于抗剪加固试验研究和数值分析结果,建立了剥离承载力计算公式。
3、依据本文5根6.6m跨的T形梁抗弯加固试验及其14根梁的抗弯加固数值试验、9根2.5m跨的矩形梁抗剪加固试验及其12根梁的抗剪加固数值试验,分析了混凝土强度、原梁配筋率、原梁配箍率、高强钢绞线用量、二次受力、剪跨比、加固方式等因素对高强钢绞线网-聚合物砂浆加固钢筋混凝土梁受力性能的影响;结合粘结强度和剥离破坏的研究,提出了加固梁抗弯、抗剪承载力计算公式、考虑和不考虑剪切变形影响下的挠度计算公式、最大弯曲裂缝和斜裂缝宽度计算公式、高强钢绞线界限用量计算公式。最终确立了较为完善的加固梁计算体系,并且所有计算结果与相关试验数据吻合良好。
4、为考察高强钢绞线网-聚合物砂浆加固东关大桥的受力性能,本文进行了东关大桥加固前后的车辆静载试验;在此基础上,根据已有的交通调查,建立模型车辆库,编制桥梁荷载谱程序VLS,实现了随机车辆荷载谱的构造及有限元程序的加载,为桥梁结构在随机车辆荷载谱作用下的动力分析、疲劳分析提供了一种可行的方法;并利用该方法分析了车辆荷载谱作用下桥梁加固前后的动力性能。结论进一步表明加固梁计算体系是可行的;动力作用下最不利荷载为密集运营状态下的二车道同向偏载作用,该荷载作用下加固桥梁完全满足承载能力的要求;桥梁横向振动普遍较小,中小跨径公路钢筋混凝土桥梁的横向振动可以忽略不计,并且车流方向对桥梁振动的影响不大;与加固前对应状态相比,加固使桥梁最大挠度减小14.97%,一阶频率提高6.94%,桥梁整体刚度和承载力获得较大幅度提高,加固效果明显;与静载试验相比,最不利荷载作用下桥梁动挠度要小于汽车-超20级静载作用下的挠度,加固后的东关大桥能够达到汽车-超20级荷载的要求。
A new strengthening technology with high strength stainless steel wire mesh and permeability polymer mortar has been gradually used in the domain to reinforce concrete in recent years. This dissertation regards Dongguan Bridge as engineering background and focuses on the systemic experiments and theoretical analysis on behavior of strengthened RC structures with high strength stainless steel wire mesh and permeability polymer mortar. The main research contents and achievements can be summed up in the following aspects.
1. Based on the test of 243 axial tensile adhesive strengths, 24 shear adhesive strengths, and 9 debonding strengths, the bond behavior between polymer mortar and concrete was studied and its influencing factors were analyzed. The main influencing factors include four aspects. The first is plastering age, the second is interface roughness, the next is the strength of concrete and mortar, the last is position of the repaired interface. Their significance level from high to low arranges according to this order. Furthermore, there is an effective length of reinforcing layer, which is extremely remarkable to the bond strength. At the same time, axial tensile adhesive strength models, shear adhesive strength models, bond strength models are proposed. Combined finite element analysis, the bond-slip models are proposed and validated. The bonding anchorage performance of stainless steel wire mesh and polymer mortar was also analyzed, and their bond strength models and the anchorage length models are proposed. At last, the points for attention in reinforcement construction were given.
2. Based on the experimental study on strengthening performance of beams with high strength stainless steel wire mesh and permeability polymer mortar and on bond behavior between polymer mortar and concrete, the failure models of strengthened beams were analyzed. The debonding failure mechanism of the reinforcing plate is principally explored. In view of the debonding failure zone, the concept of debonding failure plate is educed. Based on the debonding failure plate, the analytic solutions of shear stress and normal stress are deduced, which is at the end of reinforcing plate of flexural member, and its failure criterions are also proposed. The simplified formulae of debonding strength are deduced at the end of reinforcing plate. Based on the debonding failure plate, the formulae of debonding strength and its failure criterions are also deduced, which failed because of the mid-span bending cracks. At the same time, based on the shear behavior of strengthened beams and finite element analysis, the formulae of shear debonding strength are proposed.
3. Based on the experimental study on 14 beams and the finite element analysis on 26 beams, which were strengthened with high strength stainless steel wire mesh and permeability polymer mortar, the influencing factors of reinforcing performance were analyzed, such as concrete strength, reinforcement ratio of the old members, stirrup ratio of the old members, secondary loading, shear span ratio, strengthening modes, the amount of stainless steel wire mesh. Combined the study on bond mechanism and debonding failure, the design formulae of flexural load-carrying capacity, shear load-carrying capacity,flexural stiffness, shear stiffness, maximum crack width, maximum diagonal crack width and the maximal ratio of reinforcement are proposed. And now, the calculation system of strengthened RC beams is founded. Furthermore, the calculation results are in good agreement with the interrelated tests.
4. In order to know the strengthening performance of Dongguan Bridge with high strength stainless steel wire mesh and permeability polymer mortar, this dissertation focuses on the static load tests before and after the installation of the strengthening system. Making use of others traffic investigation, the program of VLS, vehicle load spectrum, is written, and stochastic vehicle load spectrums in different traffic conditions are constructed. By using ANSYS, a familiar finite element program, the bridge’s space dynamic response under stochastic vehicle load spectrums is analyzed, which provides a method for analyzing dynamic performance and fatigue performance of highway bridges under stochastic vehicle load spectrums. The results farther show that the calculation system is correct and the strengthened bridge has good dynamic performance and static performance. Under dynamic loads, the most dangerous load is two-lane non-symmetric vehicle load spectrum in uniform direction. The transverse vibration of the medium and small span highway RC bridges is weak, and train flow direction has a weak effect to the bridge’s vibration. Because of strengthening, the bridge’s maximum displacement reduces 14.97%, and its fundamental frequency increases 6.94%. The whole bridge’s stiffness and its carrying capacity are greatly improved, and the strengthening effect is significant. The bridge’s dynamic deflection under vehicle load spectrum is less than its static deflection under the load of China specification of HS-20.
引文
[1]刘景彤.中国交通年鉴[M].北京:中国交通年鉴出版社,1990-2005
[2]王有志,王广洋,任锋,等.桥梁的可靠性评估与加固[M].北京:中国水利水电出版社,2002
[3]Hamid, Saadatmanesh; Mohammad, R. Ehsani. RC beams strengthened with GFRP plates,I: Experimental study[J]. Journal of Structural Engineering, 1991, V117(11):3417-3433
[4]F. J. Vechio;F. Bucci. Analysis of repaired reinforced concrete structure[J]. Journal of Structure Engineering, 1999,V125(6): 664-652
[5]谌润水,胡钊芳,帅长斌编著.公路旧桥加固技术与实例[M].北京:人民交通出版社,2002
[6]蒙云,卢波编著.桥梁加固与改造[M].北京:人民交通出版社,2004
[7]张雷顺,韩菊红,郭进军等.新老混凝土粘结补强在某钢筋混凝土桥面板加固整修中的应用[J].土木工程学报,2003,36(4):82-85
[8]Deuskar V. R.; Bhalerao S.M. Strengthening the concrete dam at koyna[J]. Indian Concrete Journal, 1973,V47(5) :178-185
[9]Thanoon, Waleed, A.; Jaafar M.S.; Kadir, M. Razali A.; Noorzaei J. Repair and structural performance of initially cracked reinforced concrete slabs[J]. Construction and Building Materials, 2005, V19(8) :595-603
[10]全学友,刘春茂.非卸载条件下受拉区加固梁的抗弯设计法[J].重庆大学学报(自然科学版) 2002, 25(3):15-19
[11]刘利先,时旭东,过镇海.增大截面法加固高温损伤混凝土柱的试验研究[J].工程力学,2003, 20(5):18-23
[12]胡成,曹三鹏,孙宝俊.扩大截面加固法与软件设计[J].工业建筑,2004,34(3):80-82
[13]张翼,钟志远,陈华.增大截面焊接补筋加固钢筋混凝土梁的非线性有限元分析[J].四川建筑科学研究, 2005,3l(2):76-78
[14]Kapelko, Aleksander; Persona, Marian. Shotcrete-material for repair and strengthening of reinforced concrete engineering constructions[J]. Prace Naukowe Instytutu Budownictwa Politechniki Wroclawskiej, 2001,V10(1):82-84
[15]Zhou Hong-wei; PENG Rui-dong; LI Zhen-dong. Application of steel fibre reinforced sprayed concrete to a deep tunnel in weak rocks[J], Journal of Coal Science & Engineering, 2002,V8(2):49-54
[16]LIU She-yu; MA Nian-jie; LIU Shao-wei. Determination of rational support parameters of bolting and shotcreting with wire mesh in soft roadway[J]. Journal of Coal Science & Engineering, 2005, V11(2):49-54
[17]黄平明,王达.喷射混凝土在梁桥加固中的应用[J].长安大学学报(自然科学版),2005, 25(6): 39-42
[18]刘强,付云蒙,王隽,等.锚喷混凝土加固桥梁在武黄大修工程中的应用[J].武汉理工大学学报,2003, 25(12):50-55
[19]António, J. B. Tadeu; Fernando, J. F. G. Branco. Shear tests of steel plates epoxy-bonded to concrete under temperature[J]. Journal of Materials in Civil Engineering, 2000, V12(1) :74-80
[20]M. S. Mohamed, Ail; Deric, J. Oehlers; Mark, A. Bradford. Shear peeling of steel plates bonded to tension faces of RC beams[J]. Journal of Structural Engineering, 2001, V127(12) :1453-1459
[21]J. W. Zhang; J. W. Teng; Y. L. Wong; Z. T. Lu. Behavior of two-way RC slabs externally bonded with steel plate[J]. Journal of Structural Engineering, 2001, V127(4):390-397
[22]Byung, Hwan, Oh; Jae, Yeol, Cho; Gae, Gyun, Park. Failure behavior and separation criterion for strengthened concrete members with steel plates[J]. Journal of Structural Engineering, 2003, V129(9) :1191-1198
[23]F. Sevuk; G. Arslan. Retrofit of damaged reinforced concrete beams by using steel plate[A]. Proceedings of the Structures Congress and Exposition, Metropolis and Beyond-Proceedings of the 2005 Structures Congress and the 2005 Forensic Engineering Symposium[C], 2005:1013-1020
[24]王天稳,孙乃波.支点刚度对被加固混凝土梁受力性能的影响[J].工业建筑,2002, 32(11): 78-79
[25]Pisani, M.A. Strengthening by means of external prestressing[J]. Journal of Bridge Engineering, 1999,V4(2) :131-135
[26]Ayaho, Miyamoto; Hideaki, Nakamura; and John, W. Bull. Behavior of prestressed beam strengthened with external tendons[J]. Journal of Structural Engineering, 2000, V126(9):1033-1044
[27]Jinsheng Du; Xila Liu. Strengthening by means of external prestressing[J]. Journal of Bridge Engineering, 2001,V6(2) :155-158
[28]黄侨.公路钢筋混凝土简支梁桥的体外预应力加固技术[M].北京:人民交通出版社,1998
[29]艾军,史丽远.公路桥梁体外预应力加固设计与施工方法研究[J].东南大学学报(自然科学版), 2002, 32(5):771-774
[30]Mahmoud, T. EI-Mihilmy; Joseph, W. Tedesco. Analysis of reinforced concrete beams strengthening with FRP laminates[J]. Journal of Structural Engineering, 2000, V126(6):684-691
[31]J. M. Stallings; J. W. Tedesco; M. EI-Mihilmy; M. Mc Cauley. Field performance of FRP bridge repairs[J]. Journal of Bridge Engineering, 2000,V5(2):107-113
[32]Sreenivas, Alampalli; Osman, Hag-Elsafi; Jerome, O’Connor; et al. Use of FRP for bridge components and methods of performance evaluation[J]. Structures, 2001, V109:36-39
[33]F. Bastianini; L. Ceriolo;A. Di Tommaso;et al. Mechanical and nondestructive testing to verify the effectiveness of composite strengthening on Historical Cast Iron Bridge in Venice[J]. Italy, Journal of Materials in Civil Engineering, 2004, V16(5) :407-413
[34]Adrian, K. Y. Hii; Riadh, Al-Mahaidi. Experimental investigation on torsional behavior of solid and box-section RC beams strengthened with CFRP using photogrammetry[J]. Journal of Composites for Construction, 2006,V10(4) :321-329
[35]Kasidit, Chansawat1; Solomon, C. S. Yim; Thomas, H. Miller. Nonlinear finite element analysis of a FRP-strengthened reinforced concrete bridge[J]. Journal of Bridge Engineering, 2006, V11(1) :21-32
[36]Omar, Chaallal; Mohsen, Shahawy; Munzer, Hassan. CFRP repair and strengthening of structurally deficient piles: design issues and field application[J]. Journal of Composites for Construction, 2006, V10(1) :26-34
[37]姜红光,王廷臣,陈建国,等. CFRP材料在桥梁工程中的应用[J].中外公路, 2005, 25(5): 117-180
[38]叶列平,冯鹏. FRP在工程结构中的应用与发展[J].土木工程学报, 2006, 39(3):24-36
[39]张建伟,邓宗才,杜修力,汤惠工.预应力FRP在混凝土结构中的应用研究与发展[J].世界地震工程,2006,22(1):133-139
[40]金成勋,金成秀,刘成权,金明冠.渗透性聚合砂浆(RC-A0401)的性能分析[R].韩国汉城产业大学, 2001
[41]清华大学建筑材料试验室.渗透性聚合物砂浆的试验报告[R].北京:清华大学, 2002
[42]聂建国,张天申.高强不锈钢绞线网-渗透性聚合物砂浆加固技术简介[Z].清华大学结构工程所,2002
[43]姚卫国,刘风阁.中国美术馆改建中的抗震加固设计[A].全国抗震加固改造技术第一届学术交流会论文集[C].昆明:云南大学出版社,2004:140-145
[44]王亚勇,姚秋来,巩正光,等.高强钢绞线网-聚合物砂浆在郑成功纪念馆加固工程中的应用[J].建筑结构,2005,35(8):41-42
[45]李建民.北京三元桥主体结构的加固方法[J].市政技术,2005,23(4):204-206
[46]蒋隆敏,张毛心.钢丝网水泥砂浆片材用于结构加固的研究综述[J].建筑结构,2004,34(3):7-11
[47]Logan D; Shah S P. Moment capacity and cracking behaviour of ferrocement in flexure[J]. Journal of the American Concrete Institute, 1973, V70(12) :799-804
[48]Johnston, C D; Mowat, D N. Ferrocement-material behaviour in flexural behavior of weldmesh ferrocement in normal and corrosive environments[J]. ACI Structural Journal of Structure, 1974, V100(5) :2054-2069
[49]Prakash, Desayi; Balaji, K. Rao. Probalilistic Analysis of tensile strength of ferrocement[J]. The International Journal of Cement Composites and Lightweight Concrete, 1988, V10(1) :15-25
[50]Prakash, Desayi. Lightweight Fibre-reinforced ferrocement in tension[J].Cement and Concrete Composites, 1991,V13(1):37-48
[51]Prakash, Desayi; Veerappa, Reddy. Strength of lightweight ferrocement in flexure[J]. cement&concrete composites, 1991,V13(1) :13-20
[52]R Walkus. Short and Long Term Behaviour of ferrocement subjected to uniaxial tension[J]. The International Journal of Cement Composites and Lightweight Concrete, 1988, V10(2):125-129
[53]Andrews, G; Sharma A. K. Repaired reinforced concrete beams[J]. Concrete International, 1988, V10(4) :47-51
[54]Basaunbul, I A;Gubati A,Al-Sulaimani; et al. Repaired reinforced concrete beams[J]. ACI Material Journal, 1990,V87(4):348-354
[55]E. Z. Tatsa. Limit states design of ferrocement components in bending[J]. Cement&Concrete Composites, 1991, V13(1):49-59
[56]Sharma, A. K. Tests of reinforced concrete continuous beams with and without ferrocement[J]. Concrete International, 1992,V14(3):36-40
[57]P. Paramsivam; K. C. G. Ong & C. T. E. Lim. Repair of damaged RC beams using ferrocement laminate[A]. Proc. Fourth international Conf. On Structural Failure, Durability and Retrofitting[C], Singapore, 1993:613-620
[58]Paramasivam, P; Lim, C T E; Ong, K. C. G. Strengthening of RC beams with ferrocement laminates[J]. Cement & Concrete Composites, 1998, V20(1) :53-65
[59]Ganesan, N.; Thadathil, Shyju P. Rehabilitation of reinforced concrete flexural elements using ferrocement jacketing[J]. Journal of Structural Engineering (Madras), 2005, V31(4) :275-280
[60]Singh G.; Xiong G. J. Ultimate moment capacity of ferrocement reinforced with weldmesh[J]. Cement&Concrete Composites, 1992, V14(4):257-267
[61]Xiong G. J.; Singh G. Behavior of weldmesh ferrocement composite under flexural cyclic loads[J]. Journal of Ferrocement, 1992,V22(3) :237-248
[62]Xiong G. J. Behaviour of ferrocement with special reference to fatigue in corrosive environments[R]. Ph.D Thesis, Univ. of Leeds ,UK, 1993
[63]Xiong G. J.; Singh G. Fatigue behaviour of freeocement in a sulphuric environment[J]. Journal of Ferrocement, 1994, V24(2) :209-224
[64]Xiong G. J.;Yen S. C.; Singh G. Fatigue behaviour of galvanised weldmesh ferrocement in a corrosive environment[A]. Proceeding of International Conference on Corrosion and Corrosion Protection of Steel in Concrete, UK, 1994:1227-1286
[65]Singh G.; Xiong G. J.; Max, Yen S. C. Probabilistic description and evaluation of fatigue properties of ferrocement[A]. Structures Congress-Proceedings, Vol.2, Restructuring: America and Beyond, 1995:1435-1449
[66]Guangjing Xiong; Gurdev, Singh. Rational evaluation of flexural behavior of weldmesh ferrocement in normal and corrosive enviroments[J].ACI Structural Journal, 1998,V95(6):647-653
[67]熊光晶.焊接钢丝网水泥的弯曲疲劳特性[J].混凝土与水泥制品,1997,2:46-50
[68]熊光晶.焊接钢丝网水泥弯曲极限承载力的计算[J].建筑结构学报,1997,18(1):33-40
[69]熊光晶.焊接钢丝网水泥在弯曲疲劳荷载作用下的应力计算[J].力学与实践,1997,19(6): 28-30
[70]Singh G.; Xiong G. J.. How reliable and important is the prediction of crack width inferrocement in direct tension[J]. Cement & Concrete Composites, 1991, V13(1) :3-12
[71]Xiong G. J.; Singh G.. Crack Space and crack width of ferrocement under flexural cyclic loading[J]. Cement&Concrete Composites, 1994,V16(2):107-114
[72]尚守平,曾令宏,陈大川,等.钢丝网复合砂浆加固RC梁的受弯试验研究[A].第六届全国建筑物鉴定与加固改造学术会议论文集[C].长沙:湖南大学出版社出版,2002:727-732
[73]尚守平,曾令宏,彭晖,等.复合砂浆钢丝网加固RC受弯构件的试验研究[J].建筑结构学报,2003,24(6):87-91
[74]曾令宏,尚守平,彭晖.钢丝网复合砂浆加固混凝土梁抗弯刚度计算[J].湖南大学学报(自然科学版),2003,30(3):127-129
[75]尚守平,曾令宏,彭晖.钢丝网复合砂浆加固混凝土受弯构件非线性分析[J].工程力学,2005,22(3):118-125
[76]尚守平,曾令宏,戴睿.钢丝网复合砂浆加固RC梁二次受力受弯试验研究[J].建筑结构学报,2005,26(5):74-80
[77]罗利波,尚守平.复合砂浆钢筋网加固混凝土梁抗剪计算模型探讨[J].科学技术与工程,2006,6(6):788-790
[78]曾令宏.钢丝网复合砂浆加固混凝土受弯构件的试验研究[D].长沙:湖南大学,2003
[79]戴睿.钢丝(筋)网复合砂浆加固混凝土梁的受弯试验研究[D].长沙:湖南大学,2004
[80]龙凌霄.高性能复合砂浆钢筋网加固RC梁受弯承载力研究[D].长沙:湖南大学,2005
[81]高晓梅,简政,陈修义.钢丝网外喷高强砂浆加固钢筋砼梁的试验研究[J].西安理工大学学报,2004,20(4):429-432
[82]高晓梅.钢丝网外喷高强砂浆加固钢筋砼梁正截面承载力试验研究[D].西安:西安理工大学,2004
[83]Takiguchi, Katsuki; Abdullah. An investigation into the behavior and strength of reinforced concrete columns strengthened with ferrocement jackets[J]. Cement and Concrete Composites, 2003, V25(2) :233-242
[84]Morshedt, Reza; Kazemi, Mohammad Taghi. Seismic shear strengthening of R/C beams and columns with expanded steel meshes[J]. Structural Engineering and Mechanics, 2005, V21(3) :333-350
[85]Kazemi, Mohammad Taghi; Morshed, Reza. Seismic shear strengthening of R/C columnswith ferrocement jacket[J]. Cement and Concrete Composites, 2005, V27(7-8):834-842
[86]尚守平,蒋隆敏,张毛心.钢筋网水泥复合砂浆加固RC偏心受压柱的试验研究[J].建筑结构学报,2005,26(2):18-25
[87]尚守平,蒋隆敏,张毛心.钢筋网高性能复合砂浆加固钢筋混凝土方柱抗震性能的研究[J].建筑结构学报,2006,27(4):16-22
[88]孙文泽,蒋隆敏,刘华山.用钢筋网水泥复合砂浆片材加固小偏心受压柱的试验研究[J].邵阳学院学报,2005,2(2):67-69
[89]严洲,翁海望,罗捷,等.钢丝网水泥砂浆加固混凝土圆柱的抗轴压试验研究[J].建筑技术开发,2006,33(4):54-56
[90]K. C. G. Ong; P. Paramsivam; C. T. E. Lim. Flexural strengthening of reinforced concrete beams using ferrocement laminates[J]. Journal of Ferrocement, 1992,V22(4):331-342
[91]P. Paramsivam; K. C. G. Ong & C. T. E. Lim. Ferrocement laminates for strengthening RC T-beams[J]. Cement & Concrete Composites, 1994,V16(2) :143-152
[92]尚守平,龙凌霄,曾令宏.销钉在钢筋网复合砂浆加固混凝土构件中的性能研究[J].建筑结构,2006,36(3):10-12
[93]金成勋.不锈钢丝网抗拉强度试验结果[R].韩国汉城产业大学建设技术研究所,2000
[94]金成勋,金明观,刘成权,等.高强不锈钢绞线网-渗透性聚合砂浆加固钢筋混凝土板的延性评估[R].韩国汉城产业大学,2000
[95]王寒冰.高强不锈钢绞线网-聚合砂浆加固RC梁的试验研究[D].北京:清华大学,2003
[96]蔡奇.高强不锈钢绞线加固钢筋混凝土梁刚度裂缝的研究[D].北京:清华大学,2003
[97]聂建国,王寒冰,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗弯加固的试验研究[J].建筑结构学报,2005,26(2):1-9
[98]聂建国,蔡奇,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗剪加固的试验研究[J].建筑结构学报,2005,26(2):10-17
[99]胡舒新.高强不锈钢绞线网用于混凝土抗弯疲劳性能的试验研究[D].北京:清华大学,2004
[100]陈亮,聂建国,张天申等.高强不锈钢绞线用于柱抗震加固的试验研究[A].全国抗震加固改造技术第一届学术交流会论文集[C].昆明:云南大学出版社,2004: 294-299
[101]陈亮.高强不锈钢绞线网用于混凝土柱抗震加固的试验研究[D].北京:清华大学,2004
[102]周孙基,聂建国,张天申.高强不锈钢绞线网-高性能砂浆加固板的刚度分析[A].全国抗震加固改造技术第一届学术交流会论文集[C].昆明:云南大学出版社,2004:50-56
[103]周孙基.高强不锈钢绞线加固钢筋混凝土板的研究[D].北京:清华大学,2004
[104]曹俊.高强不锈钢绞线网-聚合砂浆粘结锚固性能试验研究[D].北京:清华大学,2004
[105]曹俊,王治浩.聚合砂浆与混凝土粘结劈拉强度的试验研究[J].建筑结构, 2006, 36(3): 42-44
[106]钟聪明,王亚勇,张自平.高强钢绞线网-渗透性聚合物砂浆加固柱试验研究[A].全国抗震加固改造技术第一届学术交流会论文集[C].昆明:云南大学出版社,2004: 322-329
[107]曹忠民,李爱群,王亚勇,等.高强钢绞线网-聚合物砂浆复合面层加固震损梁柱节点的试验研究[J].工程抗震与加固改造,2005,27(6):45-50
[108]曹忠民;李爱群;王亚勇;姚秋来.高强钢绞线网-聚合物砂浆抗震加固梁柱节点的试验研究[A].第二届全国抗震加固改造技术学术交流会论文集(上)[C].上海:同济大学出版社,2005:12-18
[109]曹忠民,李爱群,王亚勇,等.高强钢绞线网-聚合物砂浆复合面层抗震加固梁柱节点的试验研究[J].工业建筑,2006,36(8):92-95
[110]曹忠民,李爱群,王亚勇,等.高强钢绞线网-聚合物砂浆抗震加固框架梁柱节点的试验研究[J].建筑结构学报,2006,27(4):10-15
[111]王亚勇,姚秋来,王忠海,等.高强钢绞线网-聚合物砂浆复合面层加固砖墙的试验研究[J].建筑结构,2005,35(8):36-40
[112]倪永军,姚秋来,王亚勇,等.聚合物砂浆-高强钢绞线网加固砖墙的前期研究[A].全国抗震加固改造技术第一届学术交流会论文集[C].昆明:云南大学出版社,2004:363-368
[113]王忠海,倪永军,姚秋来.高强钢绞线网-渗透性聚合物砂浆加固砖砌体抗剪承载力的试验研究[A].建设工程防灾技术交流会论文集[C].北京:中国建筑科学研究院,2005
[114]姚秋来,王忠海,王亚勇,等.高强钢绞线网片-聚合物砂浆复合面层加固技术在山东省某接待中心主楼加固工程中的应用[A].第二届全国抗震加固改造技术学术交流会论文集(上)[C].上海:同济大学出版社,2005:115-118
[115]林秋峰.高强钢丝网聚合物砂浆加固混凝土梁抗弯试验研究[D].福州:福州大学,2005
[116]林于东,林秋峰,王绍平,等.高强钢绞线网聚合物砂浆加固钢筋混凝土板抗弯试验研究[J].福州大学学报(自然科学版),2006,34(2):254-259
[117]董梁.钢绞线防腐砂浆加固混凝土梁的研究[D].天津:河北工业大学,2006
[118]张盼吉.钢绞线加固钢筋混凝土板的试验研究[D].天津:河北工业大学,2006
[119]徐明刚,刘立国.高强不锈钢绞线网-渗透性聚合砂浆加固混凝土梁的配筋率分析[J].建筑技术开发,2006,33(3):55-56
[120]Shahawy M A;Beitelman T; Arockiasamy M; Sowrirajan R. Experimental investigation on structural repair and strengthening of damaged prestressed concrete slabs utilizing externally bonded carbon laminates[J]. Composites: Part B, 1996, V27(3-4) :217-224
[121]Arduini, Marco; Nanni, Antonio; Romagnolo, Mariano. Performance of decommissioned reinforced concrete girders strengthened with fiber-reinforced polymer laminates[J]. ACI Structural Journal, 2002,V99(5) :652-659
[122]Shahrooz, Bahrain M.; Boy Serpil; Baseheart, T. Michael. Flexural strengthening of four 76-year-old T-beams with various fiber-reinforced polymer systems: Testing and analysis[J]. ACI Structural Journal, 2002,V99(5) :681-691
[1]曹俊.高强不锈钢绞线网-聚合砂浆粘结锚固性能的试验研究[D].北京:清华大学,2004
[2]曾令宏.高性能复合砂浆钢筋(丝)网加固混凝土梁试验研究与理论分析[D].长沙:湖南大学,2006
[3]K. C. G. Ong; P. Paramsivam; C. T. E. Lim. Flexural strengthening of reinforced concrete beams using ferrocement laminates[J]. Journal of Ferrocement, 1992,V22(4):331-342
[4]赵志方.新老混凝土粘结机理和测试方法[D].大连:大连理工大学,1998
[5]郭进军.高温后新老混凝土粘结的力学性能研究[J].大连:大连理工大学,2003
[6]韩菊红.新老混凝土粘结断裂性能研究及工程应用[D].大连:大连理工大学,2002
[7]刘建.新老混凝土粘结的性能研究[D].大连:大连理工大学,2000
[8]赵国藩,赵志方,袁群,等.新老混凝土的粘结机理和测试方法研究总结报告[R].国家基础性研究重大项目(攀登计划B)《重大土木与水利工程安全性与耐久性基础研究》之5.2 (1)课题,大连:大连理工大学,1999
[9]Bijien and Salt. Adherence of young concrete to old concrete development of tools for engineering[R]. Adherence of Young on Old Concrete, Edited by Folker H. W. Switzerland :ASMES ,1993
[10]谢慧才,李庚英,熊光晶.新老混凝土界面粘结力形成机理[J].硅酸盐通报,2003,3:7-11
[11]田稳岑,赵国藩.新老混凝土的粘结机理初探[J].河北理工学院学报,1998,20(2):78-82
[12]李庚英,谢慧才,熊光晶.混凝土修补界面的微观结构及与宏观力学性能的关系[J].混凝土,1999, 6:13-18
[13]Fiebrich M. H. Influence of the surface roughness on adherence between concrete and guite mortar overlays[R]. Adherence of Yong on Old Concrete, edited by Wittmann F. H, 1994,
[14]Giurgiutiu, V.; Lyons, J.; Petrou, M.; Laub, D.; Whitley, S. Fracture mechanics testing of the bond between composite overlays and a concrete substrate[J]. Journal of Adhesion Science and Technology, 2001, V15(11):1351-1371
[15]Charles H. Hoil; Scott A. 0' Connor. Cleaning and preparing concrete before repair[J]. Concrete International, 1997, V19(3):60-63
[16]Vaysburd, A. M.; Sabnis, G. M.; Emmons, P. H.; McDonald, J. E. Interfacial bond andsurface preparation in concrete repair[J]. Indian Concrete Journal, 2001, V75(1):27-39
[17]管大庆,陈章洪,石祖珠.截面处理对新老混凝土粘结性能的影响[J].混凝土,1994, (5):16-22+11
[18]Adachi I.; et a1. Construction Joint of Concrete Structures Using Shot-blasting Technique[R]. Translation of the Japan Concrete Institute, 1983
[19]赵志方,赵国藩,黄承连.新老混凝土粘结抗折性能研究[J].土木工程学报,2000, 33(2):68-72
[20]Johan Silfwerbrand. Improving concrete bond in repaired bridge decks[J]. Concrete International, 1990, V12(9):61-66
[21]John A. Wells; Robert D. Stark; Dimos Polyzois. Getting better bond in concrete overlays[J]. Concrete International, 1999, V21(3): 49-52
[22]Bruce S. Bonding new concrete to old[J]. Concrete Construction, 1988, V33(7):676-680
[23]Dong-UK Concrete Choi, James O. Jirsa. Shear transfer across interface between new and existing using large powder-driven nails[J]. ACI Structural Journal, 1999, V96(2):183-192
[24]赵晓燕.新老混凝土机械连接结合性能研究[D].天津:河北工业大学,2004
[25]Caroline Talbot; et al. Influence of surface preparation on long-term bonding of shotcrete[J]. ACI Materials Journal, 1994, V91(6):560-566
[26]M. Kalimur Rahman; et al. Modeling of shrinkage and creep stresses in concrete repair[J]. ACI Material Journal, 1999,V96(5):542-550
[27]I. Uherkovich. Questions concerning the long-time behavior of concrete repairs[R]. Adherence of Young on Old Concrete,edited by F.H.Wittmann, 1994
[28]John C. King; Alfonzo L. W. If it's still standing, it can be repaired[J]. Concrete Construction, 1988, V33(7):643-650
[29]Chen Puwei; Fu Xuli. Improving the bonding fibers to the concrete[J].Cement and Concrete between Old and New Concrete by Adding Carbon Research, 1995, V25(3):491-496
[30]刘金伟,熊光晶,谢慧才.新老混凝上修补界面方位对粘结强度的影响[J].工业建筑,2001, 31(5): 67-70
[31]Emmons P.H. Concrete repair and maintenance[M]. In: Part Three: Surface Repair, Section 6: Bonding Repair Materials to Existing Concrete. MA: R.S. Means Company;1994,154-163
[32]Cleland DJ; Long A.E. The pull-off test for concrete patch repairs[A]. In: Proceedings of the Institution of Civil Engineers-Structures and Buildings[C]. 1997,V122(12):451-460
[33]Eduardo N.B.S. Julio; et al. Concrete-to-concrete bond strength influence of the roughness of the substrate surface[J]. Construction and Building Materials, 2004, V18(9):675-681
[34]Kal R.; Hindo. In-place bond testing and surface preparation of concrete[J]. Concrete International, 1990,V12(4):46-48
[35]Simon Austin; Peter Robins; Yougang Pan. Tensile bond testing of concrete repairs[J]. Materials and Structures, 1995, V28(179):249-259
[36]P. J. Robins; S. A. Austin. Unified failure envelope from the evaluation of concrete repair bond tests[J]. Magazine of Concrete Research, 1995, Vol.47(170):57-68
[37]David G. Geissert; et al. Splitting prism test method to evaluate of concrete-to-concrete bond strength[J]. ACI Materials Journal, 1999, V96(3): 359-366
[38]赵志方,赵国藩,黄承速.新老混凝土粘结的劈拉性能研究[J].工业建筑,1999,29(11): 11-14
[39]刘健.高温后新老混凝土粘结的劈拉强度试验研究[J].工业建筑,2001,31(2): 15-17 [40J郭进军,宋玉普,张雷顺.混凝土高温后进行粘结劈拉强度试验研究[J].大连理工大学学报,2003, 43(2): 213-217
[41]Shigen Li; David Cz Geissert; Gregory C. Frantz, Jack E. Stephens. Freeze-thaw bond durability of rapid-setting concrete repair materials[J]. ACI Materials Journal, 1999, V96(2):242-249
[42]Sanjay Narendra Pareek; et al. Evaluation method for adhesion test results of bonded mortars to concrete substrate by square optimization[J]. ACI Materials Journal, 1995, V92(4): 355-360
[43]J. S. Wall; N. G. Shrive. Factors affecting bond between new and old concrete[J]. ACI Materials Journal, 1988, V85(2):117-125
[44]Simon Austin; Peter Robins; Yougang Pan. Shear bond testing of concrete repairs[J]. Cement and Concrete Research, 1999, V29(7):1067-1076
[45]A. I. Abu-Tair; S. R. Rigden; E. Burley. Testing the bond between repair materials and concrete substrate[J]. ACI Materials Journal, 1996, V93(6): 553-558
[46]Climaco J.C.T.S.; Regan, P. E. Evaluation of bond strength between old and new concrete in structural repairs[J]. Magazine of Concrete Research, 2001, V53(6):377-390
[47]Saucier F.; et a1. Combined shear-compression device to measure concrete-to-concrete bonding[J]. Experimental Techniques, 1991, V15(5):50-55
[48]赵志方,赵国藩,黄承逸.新老混凝土粘结的拉剪性能研究[J].建筑结构学报,1999, 20 (6):26-31
[49]赵志方,赵国藩,刘建,等.新老混凝土粘结抗拉性能的试验研究[J].建筑结构学报,2001,22(2):51-56
[50]袁群,刘健.新老混凝土粘结的剪切强度研究[J].建筑结构学报,2001, 22 (2): 46-50
[51]赵志方,周厚贵,刘健,等.新老混凝土粘结复合受力的强度特性[J].工业建筑,2002, 32(10): 37-39
[52]George Z. Voyiadjis; Taher M. Abulebdeh. Biaxial testing of repaired concrete[J]. ACI Materials Journal, 1992,V89(6):564-573
[53]F. Saucier; et al. Combined shear-compression device to measure concrete-to-concrete bonding[J]. Experimental Techniques, 1991, V15(5):50-55
[54]谢慧才,熊光晶,刘金伟,等.新老混凝土的粘结机理和测试方法研究[R].国家基础性研究重大项目(攀登计划B)《重大土木与水利工程安全性与耐久性基础研究》之5.2 (2)课题(1997年度总结报告),1997
[55]Teng, J.G.; Zhang, J.W.; Smith, S.T. Interfacial stresses in reinforced concrete beams bonded with a soffit plate: a finite element study[J]. Construction and Building Materials, 2002,V16(l) : 1-14
[56]Kunieda, Minoru; Kurihara, Norihiko; et al. Application of tension softening diagrams to evaluation of bond properties at concrete interfaces[J]. Engineering Fracture Mechanics, 2000,V65(2):299-315
[57]曹俊.高强不锈钢绞线网-聚合砂浆粘结锚固性能的试验研究[D].北京:清华大学,2004.
[58]金成勋.不锈钢丝网抗拉强度试验结果[R].韩国汉城产业大学建设技术研究所,2000
[59]JTG D62-2004.公路钢筋混凝土及预应力混凝土桥涵设计规范[S].北京:人民交通出版社,2004
[60]清华大学建筑材料试验室.渗透性聚合物砂浆的试验报告[R].北京:清华大学,2001
[61]金成勋,金成秀,刘成权,等.渗透性聚合砂浆(RC-A0401)的性能分析[R].韩国汉城产业大学,2000
[62]赵志方,周厚贵,袁群,等.新老混凝土粘结机理研究与工程应用[M].北京:中国水利水电出版社,2003
[63]汪荣鑫.数理统计[M].西安:西安交通大学出版社,1986
[64]蔡正咏,王足献,李秀英,等.数理统计在混凝土试验中的应用[M].北京,中国铁道出版社,1988
[65]Chajes M. J.; Finch W. W. J.; Januszka T. F.; Thonson T. A. J. Bond and force transfer of composite material plates bonded to concrete[J]. ACI Structural Journal, 1996, V93 (2): 295-230
[66]赵海东,张誉,赵鸣.碳纤维片材与混凝土基层粘结性能研究[A].第一届中国纤维增强塑料(FRP)混凝土结构学术交流会论文集[C].北京:冶金工业部建筑研究总院,2000:247-253
[67]任慧涛.纤维增强复合材料加固混凝土结构基本力学性能和长期受力性能研究[D].大连:大连理工大学, 2003
[68]Yao J.; Teng J. G.; Chen J. F. Experimental study on FRP-to-concrete bonded joints[J]. Composites Part B. Engineering, 2005, V36(2):99-113
[69]Taljsten B. Defining anchor lengths of steel and CFRP plates bonded to concrete[J]. International Journal of Adhesion and Adhesives, 1997, V17(4): 319-327
[70]Takeo K.; Matsushita H.; Makizumi T.; Nagashima G. Bond characteristics of CFRP sheets in the CFRP bonding technique[J]. Proc. Of Japan Concrete Institute, 1997, V19(2):1599-1604
[71]Ueda T.; Sato Y.; Asano Y. Experimental study on bond strength of continuous carbon fiber sheet[A]. Proc. 4th International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures ACI[C]. Farmington Hills, Michigan, 1999: 407-416
[72]Nakaba K.; Toshiyuki K.; Tomoki F.; Hiroyuki Y. Bond behavior between fiber-reinforced polymer laminates and concrete[J]. ACI Structural Journal, 2001, V98 (3):359-367
[74]Neubauer U.; Rostasy F. S. Design aspects of concrete structures strengthened with externally bonded CFRP plates[A]. Proc. 7th International Conference on Structural Faults and Repair[C]. Vol. 2 ECS Publications, Edinburgh, Scotland, 1997 :109-118
[75]Chen J. F.; Teng J. G. Anchorage strength models for FRP and steel plates bonded toconcrete[J]. Journal of Structural Engineering, ASCE,2001, V127 (7):784-791
[76]徐福泉.碳纤维布加固钢筋混凝土梁静承载性能研究[D].北京:中国建筑科学研究院,2001
[77]杨勇新.碳纤维布与混凝土的粘结性能及其加固混凝土受弯构件的破坏机理研究[D].天津:天津大学,2001
[78]陆新征. FRP-混凝土界面行为研究[D].北京:清华大学,2004
[79] Chen J.F.;Yang Z.J. FRP or steel plate-to-concrete bonded joints: effect of test methods on experimental bond strength[J]. Steel and Composite Structures.2001.V1(2):231-244
[80]Taljsten B. Defining anchor lengths of steel and CFRP plates bonded to concrete[J]. International Journal of Adhesion and Adhesives,1997,V17(4):319-327
[81]Neubauer U.; Rostasy F. S. Bond failure of concrete fiber reinforced polymer plates at inclined cracks-experiments and fracture mechanics model[A]. Proc. of 4th International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures ACI[C]. Farmington Hills, Michigan, 1999, 369-382.
[82]Savioa M.; Farracuti B.; C.Mazzotti. Non-linear bond-slip law for FRP-concrete interface[A]. Proc. 6th International Symposium on FRP Reinforcement for Concrete Structures World Scientific Publications[C]. Singapore, 2003:163-172.
[83]Monti M.; Renzelli M.; Luciani P. FRP adhesion in uncracked and cracked concrete zones[A]. Proc. 6th International Symposium on FRP Reinforcement for Concrete Structures World Scientific Publications[C]. Singapore, 2003:183-192.
[84]Dai J.G.;Ueda T..Local bond stress slip relations for FRP sheets-concrete interfaces[A]. Proc. 6th International Symposium on FRP Reinforcement for Concrete Structures World Scientific Publications[C]. Singapore,2003:143-152.
[85]Ueda T.;Dai J.G.;Sato Y.A. nonlinear bond stress-slip relationship for FRP sheet-concrete interface[A]. Proc.International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures[C]. Kyoto,Japan,2003:113-120.
[86]江见鲸,陆新征,等编著.钢筋混凝土结构有限元分析[M].北京:清华大学出版社,2005
[87]Edwards A. D.; Yannopouls P. J. Local bond-stress to slip relationships for hot rolled deformed bars and mild steel pains bars[J]. ACI Journal, Proceedings,1979, V76(3): 405-420
[88]Untrauer R. E.; Henry R. L. Influence of normal pressure on bond strength[J]. ACI Journal, Proceedings,1965, V62(5): 577-585
[89]Ferguson P. M.; Thompson J. N. Development length of high strength reinforcing bars in bond[J]. ACI Journal, Proceedings, 1962, V59(7): 887-922
[90]Ferguson P. M.; Thompson J. N. Development length for large high strength reinforcing bars[J]. ACI Journal, Proceedings, 1965, V62(1): 71-94
[91]Clark A. P. Comparative bond efficiency deformed concrete reinforcing bars[J]. ACI Joumal, 1946, V18(4): 381-400
[92]Clark A. P. Bond of concrete reinforcing bars[J]. ACI Journal, 1949, V21(3): 161-184
[93]Mathey R. G.; Watstein D. Investigation of bond in beam and pull-out specimens with high-yield strength deformed bars[J]. ACI Journal, Proceedings, 1961, V57(9): 1071-1090.
[94]Ferguest P. M.; et al. Pullout tests on high strength reinforcing bars[J]. ACI Journal, Proceedings, 1965, 62(8): 933-949
[95]徐有邻.变形钢筋-混凝土粘结锚固性能的试验研究[D].北京:清华大学,1990
[96]陈建平,徐勋倩,包华.钢筋混凝土粘结滑移特性的研究现状[J].南通工学院学报,2004,V3(4):51-56
[97]牟晓光.高强预应力钢筋粘结性能试验研究及数值模拟[D].大连:大连理工大学,2005
[98]徐有邻,宇秉训,朱龙,等.钢绞线基本性能与锚固长度的试验研究[J].建筑结构, 1996,27(3):34-38+53
[99]徐有邻,刘立新,管品武.螺旋肋钢丝粘结锚固性能的试验研究[J].混凝土与水泥制品,1998,4:24-29
[100]李方元,赵人达. C80高强混凝土与变形钢筋的粘结滑移试验[J].同济大学学报,2003,31(6):714-718
[101]李方元,赵人达.高强混凝土与钢绞线的粘结滑移试验研究[J].四川建筑科学研究,2003,29(4):4-6
[1]李松辉.碳纤维布加固桥梁的设计理论研究[D].大连:大连理工大学,2003
[2]Shahawy M A;Beitelman T; Arockiasamy M; Sowrirajan R. Experimental investigation on structural repair and strengthening of damaged prestressed concrete slabs utilizing externally bonded carbon laminates[J]. Composites: Part B, 1996,V27(3-4):217-224.
[3]Arduini, Marco; Nanni, Antonio; Romagnolo, Mariano. Performance of decommissioned reinforced concrete girders strengthened with fiber-reinforced polymer laminates[J]. ACIStructural Journal, 2002,V99(5):652-659.
[4]Shahrooz, Bahrain M.; Boy Serpil; Baseheart, T. Michael. Flexural strengthening of four 76-year-old T-beams with various fiber-reinforced polymer systems: Testing and analysis[J]. ACI Structural Journal, 2002,V99(5):681-691.
[5]刘彦顺,等.东关大桥设计资料[G].沧州:沧州交通勘测设计院,2002
[6]王寒冰.高强不锈钢绞线网-聚合砂浆加固RC梁的试验研究[D].北京:清华大学,2003
[7]聂建国,蔡奇,等.高强不锈钢绞线网-渗透性聚合砂浆抗剪加固的试验研究[J].建筑结构学报,2005,26(2):10-17
[8]张自荣,张素梅,石桂梅.纤维加固钢筋混凝土梁抗剪性能试验研究[J].哈尔滨工业大学学报,2004,36(3):366-369
[9]Chaallal Omar; Shahawy Mohsen; Hassan Munzer. Performance of reinforced concrete T-girders strengthened in shear with carbon fiber-reinforced polymer fabric[J]. ACI Structural Journal, 2002, V99(3):335-343
[10]Deniaud Christophe; Cheng, J.J.; Roger. Shear behavior of reinforced concrete T-beams with externally bonded fiber-reinforced polymer sheets[J]. ACI Structural Journal, 2001, V98 (3 ):386-394
[11]Rizkalla Sami; Hassan Tarek. Effectiveness of FRP for strengthening concrete bridges[J]. Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 2002, V12(2):89-95
[12]Hag-Elsafi Osman,Alampalli Sreenivas,Kunin Jonathan. Application of FRP laminates for strengthening of a reinforced concrete T-beam bridge structure[J].Composite Structures,2001,V52(3-4),Design and Manufacturing of Composite Structures:453-466
[13]李松辉,王松根.碳纤维片加固钢筋混凝土简支梁桥对比性试验研究[J].公路交通科技,2003,20 (3):80-83
[14]任慧韬,胡安妮,赵国落,等.玻璃纤维-芳纶纤维复合材料加固桥梁试验研究[J].公路交通科技,2003,20 (4):47-51
[15]于天来.碳纤维布加固钢筋混凝土梁受力性能的研究[D].哈尔滨:东北林业大学,2005
[1]Barbosa A. F.;Ribeiro G.O. Analysis of reinforced concrete structures using ANSYS nonlinear concrete model[R]. Computational Mechanics: New Trends and Aplications, Barcelona, Spain, 1998.
[2]Xiao R Y; 0' Flaherty T. Finite-element analysis of tested concrete connections[J]. Computers and Structures, 2000, V78(1-3):247-255.
[3]Fanning P. Nonlinear models of reinforced and post-tensioned concrete beams[J]. Electronic Journal of Structural Engineering, 2001,(2):111-119.
[4]Padmarajaiah S K; Ramaswamy A. A finite element assessment of flexural strength of prestressed concrete beams with fiber reinforcement[J]. Cement&Concrete Composites, 2002, V24 (2) : 229-241.
[5]Erduran E; Yakut A. Drift based damage functions for reinforced concrete columns[J]. Computers and Structures, 2004, V82(2-3):121-130.
[6]De Nardin S; Almeida Filho F M; Oliveira Filho J; et al. Non-linear analisys of the bond strength behavior on the steel-concrete interface by numerical models and pull-out tests[A] Proceedings of the 2005 Structures Congress and the 2005 Forensic Engineering Symposium[C]. New York, 2005.
[7]张国军.大型火力发电厂高强混凝土框架柱的抗震性能研究[D].西安:西安建筑科技大学,2003.
[8]Nie J G, Fan J S, Cai C S. Stiffness and deflection of steel-concrete composite beams under negative bending[J]. Journal of Structural Engineering, ASCE, 2004, V130(11):1842-1851.
[9]赵红梅.钢梁-钢骨混凝土柱节点的非线性有限元分析[D].北京:北京工业大学,2002
[10]杨勇.型钢混凝土粘结滑移基本理论及应用研究[D].西安:西安建筑科技大学,2003.
[11]鲍安红.粘钢加固混凝土梁的剥离研究[D].重庆:重庆大学,2005
[12]胡庆安,周样树,朱浩.泊松比对钢管混凝土拱桥极限承载力的影响[J].应用力学学报,2006, 23 (1):128-131
[13]周学军,曲慧.方钢管混凝土框架梁柱节点在低周往复荷载作用下的抗震性能研究[J].土木工程学报,2006, 39(1):38-42
[14]Damian K;Thomas M;Solomon Y. Finite element modeling of reinforced concrete structures strengthened with FRP laminates[R]. Report for Oregon Department of Transportation, Salem, May 2001
[15]Jia M L. Finite element modeling of reinforced concrete beams strengthened with FRP composite sheets[D]. Huntsville: University of Alabama,2003
[16]Chansawant K. Nonlinear finite analysis of reinforced concrete structures strengthened with FRP laminates[D]. Corvallis :Oregon State University,2003.
[17]Santhakumar R; Chandrasekaran E; Dhanaraj R. Analysis of retrofitted reinforcedconcrete shear beams using carbon fiber composites[J]. Electronic Journal of Structural Engineering, 2004, (4):66-74
[18]Li G Q; Kidane S; Pang S S; et al. Investigation into FRP repaired RC columns[J]. Composite Structures, 2003,V62(1):83-89
[19]陆新征,冯鹏,叶列平. FRP布约束混凝土方柱轴心受压性能的有限元分析[J].土木工程学报,2003, 36(2):46-51
[20]ANSYS Element Reference[M]. Electronic Release, SAS IP Inc.,1998
[21]ANSYS Theory Reference[M]. Electronic Release, SAS IP Inc.,1998
[22]ANSYS基本过程手册[M]. ANSYS中国,2000
[23]ANSYS非线性分析指南[M]. ANSYS中国,2000
[24]ANSYS建模与分网指南[M]. ANSYS中国,2000
[25]ANSYS高级技术分析指南[M]. ANSYS中国,2000
[26]ANSYS入门手册[M]. ANSYS中国,2000
[27]ANSYS入门指南[M].兰州铁道学院工程结构研究所、西北地区ANSYS技术支持中心,1998
[28]江见鲸,陆新征,等.钢筋混凝土结构有限元分析[M].北京:清华大学出版社,2005
[29]ANSYS Theory Reference[M]. Electronic Release, SAS IP Inc.,1998
[30]GB50010-2002.混凝土结构设计规范[S].北京:建筑工业出版社
[31]杨勇,郭子雄,聂建国,等.型钢混凝土结构ANSYS数值模拟技术研究[J].工程力学,2006,27(4):79-85+57
[32]杨勇,赵鸿铁,薛建阳,等.型钢混凝土基准粘结滑移本构关系试验研究[J].西安建筑科技大学学报(自然科学版),2005,37(4):445-449+467
[33]朱伯芳.有限单元法原理与应用[M].北京:中国水利水电出版社,1998
[34]曹俊.高强不锈钢绞线网-聚合砂浆粘结锚固性能的试验研究[D].北京:清华大学,2004.
[1]曹俊.高强不锈钢绞线网-聚合砂浆粘结锚固性能的试验研究[D].北京:清华大学,2004
[2]金成勋,金明观,刘成权,等.高强不锈钢绞线网-渗透性聚合砂浆加固钢筋混凝土板的延性评估[R].韩国汉城产业大学,2000
[3]王寒冰.高强不锈钢绞线网-聚合砂浆加固RC梁的试验研究[D].北京:清华大学,2003
[4]蔡奇.高强不锈钢绞线加固钢筋混凝土梁刚度裂缝的研究[D].北京:清华大学,2003
[5]聂建国,王寒冰,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗弯加固的试验研究[J].建筑结构学报,2005,26(2):1-9
[6]聂建国,蔡奇,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗剪加固的试验研究[J].建筑结构学报,2005,26(2):10-17
[7]胡舒新.高强不锈钢绞线网用于混凝土抗弯疲劳性能的试验研究[D].北京:清华大学,2004
[8]周孙基,聂建国,张天申.高强不锈钢绞线网-高性能砂浆加固板的刚度分析[A].全国抗震加固改造技术第一届学术交流会论文集[C].昆明:云南大学出版社,2004:50-56
[9]周孙基.高强不锈钢绞线加固钢筋混凝土板的研究[D].北京:清华大学,2004
[10]林秋峰.高强钢丝网聚合物砂浆加固混凝土梁抗弯试验研究[D].福州:福州大学,2005
[11]林于东,林秋峰,王绍平,等.高强钢绞线网聚合物砂浆加固钢筋混凝土板抗弯试验研究[J].福州大学学报(自然科学版),2006,34(2):254-259
[12]董梁.钢绞线防腐砂浆加固混凝土梁的研究[D].河北:河北工业大学,2006
[13]张盼吉.钢绞线加固钢筋混凝土板的试验研究[D].河北:河北工业大学,2006
[14]曾令宏.高性能复合砂浆钢筋(丝)网加固混凝土梁试验研究与理论分析[D].长沙:湖南大学,2006
[15]尚守平,曾令宏,陈大川,等.钢丝网复合砂浆加固RC梁的受弯试验研究[A].第六届全国建筑物鉴定与加固改造学术会议论文集[C].长沙:湖南大学出版社,2002:727-732
[16]尚守平,曾令宏,彭晖,等.复合砂浆钢丝网加固RC受弯构件的试验研究[J].建筑结构学报,2003,24(6):87-91
[17]尚守平,曾令宏,彭晖.钢丝网复合砂浆加固混凝土受弯构件非线性分析[J].工程力学,2005,22(3):118-125
[18]尚守平,曾令宏,戴睿.钢丝网复合砂浆加固RC梁二次受力受弯试验研究[J].建筑结构学报,2005, 26(5):74-80
[19]戴睿.钢丝(筋)网复合砂浆加固混凝土梁的受弯试验研究[D].长沙:湖南大学,2004
[20]龙凌霄.高性能复合砂浆钢筋网加固RC梁受弯承载力研究[D].长沙:湖南大学,2005
[21]尚守平,龙凌霄,曾令宏.销钉在钢筋网复合砂浆加固混凝土构件中的性能研究[J].建筑结构,2006,36(3):10-12
[22]曾令宏.钢丝网复合砂浆加固混凝土受弯构件的试验研究[D].长沙:湖南大学,2003
[23]卜良桃.高性能复合砂浆钢筋网(HPF)加固混凝土结构新技术[M].北京:中国建筑工业出版社,2007
[24]施士昇.混凝土的抗剪强度、剪切模量和弹性模量[J].土木工程学报,1999,32(2):47-52
[25]Smith, S.T.; Teng, J.G. FRP-strengthened RC beams-I: review of debonding strength models[J]. Engineering Structures, 2002, V24(4):385-395
[26]Smith, S.T.; Teng, J.G. FRP-strengthened RC beams-Ⅱ: assessment of debonding strength models[J]. Engineering Structures, 2002, V24(4):397-417
[27]Oehlers DJ. Reinforced concrete beams with plates glued to their soffits[J]. Journal of Structural Engineering, ASCE, 1992, V118(8):2023-2038
[28]Ziraba YN; Baluch MH; Basunbul IA; et al. Guidelines towards the design of reinforced concrete beams with external plates[J]. ACI Structural Journal, 1994,V91(6):639-646
[29]Jansze W. Strengthening of RC members in bending by externally bonded steel plates[D]. PhD Thesis, Delft University of Technology, Delft, 1997
[30]Raoof M; Zhang S. An insight into the structural behaviour of reinforced concrete beams with externally bonded plates[A]. Proceedings of the Institution of Civil Engineers: Structures and Buildings[C]. 1997, 477-492
[31]Raoof M; Hassanen MAH. Peeling failure of reinforced concrete beams with fibre-reinforced plastic or steel plates glued to their soffits[A]. Proceedings of the Institution of Civil Engineers: Structures and Buildings[C]. 2000, 291-305
[32]J. G. Teng; J. F. Chen; S. T. Smith; et al. FRP : Strengthened RC Structures[M]. New York: John Wiley & Sons, Ltd, 2002
[33]Sebastian, W.M. Significance of midspan debonding failure in FRP-plated concrete beams[J]. Journal of Structural Engineering, 2001, V127(7):792-798
[34]杨奇飞,熊光晶.关于FRP加固钢筋混凝土梁跨中剥离应力计算方法的讨论[J].四川建筑科学研究, 2005, 31(4):59-61
[35]GB50010-2002.混凝土结构设计规范[S].北京:中国建筑工业出版社,2002
[36]杨永新,岳清瑞,叶列平.碳纤维布加固钢筋混凝土梁受弯剥离承载力计算[J].土木工程学报,2004,37(2):23-27+32
[37]杨永新,岳清瑞,叶列平,等.碳纤维布加固混凝土梁的剥离破坏[J].工程力学,2004,21(5):150-156
[38]Teng, J.G.; Smith, S.T.; Yao, J.; et al. Strength model for intermediate flexural crack induced debonding in RC beams and Slabs[A]. Proceeding, International Conference on FRP Composites in Civil Engineering, Hong Kong[C]. China, 2001:579-587
[1]王寒冰.高强不锈钢绞线网-聚合砂浆加固RC梁的试验研究[D].北京:清华大学,2003
[2]蔡奇.高强不锈钢绞线加固钢筋混凝土梁刚度裂缝的研究[D].北京:清华大学,2003
[3]聂建国,王寒冰,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗弯加固的试验研究[J].建筑结构学报,2005,26(2):1-9
[4]聂建国,蔡奇,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗剪加固的试验研究[J].建筑结构学报,2005,26(2):10-17
[5]林秋峰.高强钢丝网聚合物砂浆加固混凝土梁抗弯试验研究[D].福州:福州大学,2005
[6]董梁.钢绞线防腐砂浆加固混凝土梁的研究[D].天津:河北工业大学,2006
[7]GB50010-2002.混凝土结构设计规范[S].北京:中国建筑工业出版社,2002
[8]Lam, L. and Teng, J.G. Strength of RC cantilever slabs bonded with GFRP strips[J].Journal of Composites for Construction, ASCE, V5(4):221-227
[9]JTG D62-2004.公路钢筋混凝土及预应力混凝土桥涵设计规范[S].北京:人民交通出版社,2004
[10]吴刚,安琳,吕志涛.碳纤维布用于钢筋混凝土梁抗弯加固的试验研究[J].建筑结构,2000,30(7):3-6
[11]曾令宏.高性能复合砂浆钢筋(网)加固混凝土梁实验研究与理论分析[D].长沙:湖南大学,2006
[12]A.A.格沃兹杰夫等.钢筋混凝土强度问题新论[M].北京:中国建筑工业出版社,1982:123-161
[13]Frank J.Vecchio and Michael P.Collins. The modified compression-field theory for reinforced concrete elements subjected to shear[J].ACI Structure Journal, 1986, V83(2):297-312
[14]T.ICHINOSE. A shear design equation for ductile R/C members[J]. Earthquake Engineering and Structural Dynamics, 1992, V21(3):187-198
[15]刘立新.钢筋混凝土深梁、短梁和浅梁受剪承载力的统一计算方法[J].建筑结构学报,1995, 16(4):13-22
[16]Chaallal, O.; Nollet, M.J.; and Perraton, D.Strengthening of reinforced concrete beams with externally bonded fibre-reinforced-plastic plates: design guidelines for shear and flexure[J]. Canadian Journal of Civil Engineering, 1998,V25(4): 692-704
[17]Chen, J.F.; Teng, J.G. Shear capacity of FRP strengthened RC beams: fibre reinforced polymer rupture[J]. Journal of Structural Engineering, ASCE, 2003, V129(5):615-625
[18]Chen, J.F.; Teng, J.G. Shear capacity of FRP strengthened RC beams:FRP debonding[J]. Construction and Building Materials, 2003, V17(1):27-41
[19]Gergely, I.; Pantelides, C. P.; Nuismer, P. J.; et al. Bridge pier retrofit using fibre-reinforced plastic composites[J]. Journal of Composites for Construction, ASCE, 1998, V2(4): 165-174
[20]Triantafillou, T. C. Composites: a new possibility for the shear strengthening of concrete, masonry and wood[J]. Composites Science and Technology, 1998,V58(8):1285-1295
[21]Michael J chajes. Shear strengthening of reinforced concrete beams using externally applied composite fabrics[J]. ACI Structure Journal, 1995, V92(3):336-249
[22]Amir M.Malek. Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end[J]. ACI Structure Journal, 1998, V95(2): 135-151
[23]Marco Arduini. Parametric study of beams with externally bonded FRP reinforcement[J]. ACI Structure Journal, 1997,94(5):465-482
[24]龙驭球,包世华.结构力学[M].北京:高等教育出版社.1996
[25]郑晓燕,翟爱良.剪切变形及斜裂缝影响的钢筋混凝土梁挠度计算[J].青岛建筑工程学院学报,1998(3):20-22
[26]施士昇.混凝土的抗剪强度、剪切模量和弹性模量[J].土木工程学报,1999,32(2):47-52
[27]赵国藩,李树瑶,廖婉卿.钢筋混凝土结构的裂缝控制[M].北京:海洋出版社,1991
[28]聂建国,沈聚敏.钢筋混凝土梁的斜裂缝宽度[J].建筑结构, 1994, 15(6):33-36
[29]СНИII-21-75,苏联钢筋混凝土结构设计规范[S].中国建筑科学研究院建筑结构研究所印. 1982
[30]MC78. CEB-FIP钢筋混凝土结构标准规范[S].中国建筑科学研究院建筑结构研究所印,1980
[31]李艳艳. HRB400钢筋混凝土梁受剪斜裂缝宽度的试验研究[D].天津:河北工业大学,2005
[32]郑建岚,钱在兹.协调析架模型在抗剪承载力中的应用[J].浙江大学学报,1998, 5(32 ): 635-642
[33]王铁成,董春敏,王菘.配高强箍筋的T形截面混凝土梁的斜裂缝宽度试验研究[J].吉林大学学报(工学版),2006, 36(4):451-455
[1]金成勋.不锈钢丝网抗拉强度试验结果[R].韩国汉城产业大学建设技术研究所,2000
[2]金成勋,金明观,刘成权,等.高强不锈钢绞线网-渗透性聚合砂浆加固钢筋混凝土板的延性评估[R].韩国汉城产业大学,2000
[3]王寒冰.高强不锈钢绞线网-聚合砂浆加固RC梁的试验研究[D].北京:清华大学,2003
[4]蔡奇.高强不锈钢绞线加固钢筋混凝土梁刚度裂缝的研究[D].北京:清华大学,2003
[5]聂建国,王寒冰,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗弯加固的试验研究[J].建筑结构学报,2005,26(2):1-9
[6]聂建国,蔡奇,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗剪加固的试验研究[J].建筑结构学报,2005,26(2):10-17
[7]胡舒新.高强不锈钢绞线网用于混凝土抗弯疲劳性能的试验研究[D].北京:清华大学,2004
[8]林秋峰.高强钢丝网聚合物砂浆加固混凝土梁抗弯试验研究[D].福州:福州大学,2005
[9]林于东,林秋峰,王绍平,等.高强钢绞线网聚合物砂浆加固钢筋混凝土板抗弯试验研究[J].福州大学学报(自然科学版),2006,34(2):254-259
[10]董梁.钢绞线防腐砂浆加固混凝土梁的研究[D].天津:河北工业大学,2006
[11]张盼吉.钢绞线加固钢筋混凝土板的试验研究[D].天津:河北工业大学,2006
[12]徐明刚,刘立国.高强不锈钢绞线网-渗透性聚合砂浆加固混凝土梁的配筋率分析[J].建筑技术开发,2006,33(3):55-56
[13]英国标准BS5400(1978-1983版).钢桥、混凝土桥及结合桥(第十篇:疲劳设计使用规则)[S].西南交通大学出版社, 1986
[14]American Railway English Association. Manual for Railway Engineering[S]. 1977
[15]童乐为,沈祖炎,陈忠延.城市道路桥梁的疲劳荷载谱[J].土木工程学报,1997,30(5):20-27
[16]常大民,江克斌编著.桥梁结构可靠性性分析与设计[M].北京:中国铁道出版社,1995
[17]李扬海,鲍卫刚,郭修武,等.公路桥梁结构可靠度与概率极限状态设计[M].北京:人民交通出版社,1997
[18]Yeong-Bin Yang,Shu-Shyan Liao,Bing-Houng Lin. Impact Formulas for Vehicles Moving over Simple and Continuous Beams[J]. Journal of Structural Engineering, 1995, V121(11):1644-1650
[19]王元丰,许士杰.桥梁在车辆作用下空间动力响应的研究[J].中国公路学报,2000,13(4):37-41
[20]宋一凡.公路桥梁动力学[M].北京:人民交通出版社, 2000
[21]夏禾.车辆与结构动力相互作用[M].北京:科学出版社, 2002
[22]黄华,刘伯权,刘鸣.车辆荷载谱作用下简支T梁力学性能分析[J].长安大学学报(自然科学版),2007,27(2),58-62
[23]刘伯权,黄华,刘鸣.简支梁桥在车辆荷载谱作用下的动力分析[J].土木工程学报,2006,39(3):76-80+128
[24]王勖成,邵敏.有限单元法基本原理和数值方法(第二版)[M].清华大学出版社,1997
[25]漫洪高,赵方刚,袁向荣.铁路桥梁横向振动及其对策的研究[J].铁道建筑,2000,7:7-9
[26]WANG Chun-fen;ZHANG Yao. Study on lateral vibration of multi-span railway bridge with simple beams[J]. Journal of LANZHOU Railway University(Natural Science), 2001,V20(1):24-29
[27]WANG Rong-hui;WANG Wei-yi;GUO Xiang-rong. Lateral random viberation analysis of quasi-high-speed tain-peinforced concrete multi-span box girder bridge[J]. Journal of GUANHZHOU University(Natural Science), 2003,V2(1):64-69
[28]刘文锋,宿健,等. 32m跨简支铁路桥梁横向振动的研究分析[J].振动、测试与诊断,2004,24(1):57-60
[2]王有志,王广洋,任锋,等.桥梁的可靠性评估与加固[M].北京:中国水利水电出版社,2002
[3]Hamid, Saadatmanesh; Mohammad, R. Ehsani. RC beams strengthened with GFRP plates,I: Experimental study[J]. Journal of Structural Engineering, 1991, V117(11):3417-3433
[4]F. J. Vechio;F. Bucci. Analysis of repaired reinforced concrete structure[J]. Journal of Structure Engineering, 1999,V125(6): 664-652
[5]谌润水,胡钊芳,帅长斌编著.公路旧桥加固技术与实例[M].北京:人民交通出版社,2002
[6]蒙云,卢波编著.桥梁加固与改造[M].北京:人民交通出版社,2004
[7]张雷顺,韩菊红,郭进军等.新老混凝土粘结补强在某钢筋混凝土桥面板加固整修中的应用[J].土木工程学报,2003,36(4):82-85
[8]Deuskar V. R.; Bhalerao S.M. Strengthening the concrete dam at koyna[J]. Indian Concrete Journal, 1973,V47(5) :178-185
[9]Thanoon, Waleed, A.; Jaafar M.S.; Kadir, M. Razali A.; Noorzaei J. Repair and structural performance of initially cracked reinforced concrete slabs[J]. Construction and Building Materials, 2005, V19(8) :595-603
[10]全学友,刘春茂.非卸载条件下受拉区加固梁的抗弯设计法[J].重庆大学学报(自然科学版) 2002, 25(3):15-19
[11]刘利先,时旭东,过镇海.增大截面法加固高温损伤混凝土柱的试验研究[J].工程力学,2003, 20(5):18-23
[12]胡成,曹三鹏,孙宝俊.扩大截面加固法与软件设计[J].工业建筑,2004,34(3):80-82
[13]张翼,钟志远,陈华.增大截面焊接补筋加固钢筋混凝土梁的非线性有限元分析[J].四川建筑科学研究, 2005,3l(2):76-78
[14]Kapelko, Aleksander; Persona, Marian. Shotcrete-material for repair and strengthening of reinforced concrete engineering constructions[J]. Prace Naukowe Instytutu Budownictwa Politechniki Wroclawskiej, 2001,V10(1):82-84
[15]Zhou Hong-wei; PENG Rui-dong; LI Zhen-dong. Application of steel fibre reinforced sprayed concrete to a deep tunnel in weak rocks[J], Journal of Coal Science & Engineering, 2002,V8(2):49-54
[16]LIU She-yu; MA Nian-jie; LIU Shao-wei. Determination of rational support parameters of bolting and shotcreting with wire mesh in soft roadway[J]. Journal of Coal Science & Engineering, 2005, V11(2):49-54
[17]黄平明,王达.喷射混凝土在梁桥加固中的应用[J].长安大学学报(自然科学版),2005, 25(6): 39-42
[18]刘强,付云蒙,王隽,等.锚喷混凝土加固桥梁在武黄大修工程中的应用[J].武汉理工大学学报,2003, 25(12):50-55
[19]António, J. B. Tadeu; Fernando, J. F. G. Branco. Shear tests of steel plates epoxy-bonded to concrete under temperature[J]. Journal of Materials in Civil Engineering, 2000, V12(1) :74-80
[20]M. S. Mohamed, Ail; Deric, J. Oehlers; Mark, A. Bradford. Shear peeling of steel plates bonded to tension faces of RC beams[J]. Journal of Structural Engineering, 2001, V127(12) :1453-1459
[21]J. W. Zhang; J. W. Teng; Y. L. Wong; Z. T. Lu. Behavior of two-way RC slabs externally bonded with steel plate[J]. Journal of Structural Engineering, 2001, V127(4):390-397
[22]Byung, Hwan, Oh; Jae, Yeol, Cho; Gae, Gyun, Park. Failure behavior and separation criterion for strengthened concrete members with steel plates[J]. Journal of Structural Engineering, 2003, V129(9) :1191-1198
[23]F. Sevuk; G. Arslan. Retrofit of damaged reinforced concrete beams by using steel plate[A]. Proceedings of the Structures Congress and Exposition, Metropolis and Beyond-Proceedings of the 2005 Structures Congress and the 2005 Forensic Engineering Symposium[C], 2005:1013-1020
[24]王天稳,孙乃波.支点刚度对被加固混凝土梁受力性能的影响[J].工业建筑,2002, 32(11): 78-79
[25]Pisani, M.A. Strengthening by means of external prestressing[J]. Journal of Bridge Engineering, 1999,V4(2) :131-135
[26]Ayaho, Miyamoto; Hideaki, Nakamura; and John, W. Bull. Behavior of prestressed beam strengthened with external tendons[J]. Journal of Structural Engineering, 2000, V126(9):1033-1044
[27]Jinsheng Du; Xila Liu. Strengthening by means of external prestressing[J]. Journal of Bridge Engineering, 2001,V6(2) :155-158
[28]黄侨.公路钢筋混凝土简支梁桥的体外预应力加固技术[M].北京:人民交通出版社,1998
[29]艾军,史丽远.公路桥梁体外预应力加固设计与施工方法研究[J].东南大学学报(自然科学版), 2002, 32(5):771-774
[30]Mahmoud, T. EI-Mihilmy; Joseph, W. Tedesco. Analysis of reinforced concrete beams strengthening with FRP laminates[J]. Journal of Structural Engineering, 2000, V126(6):684-691
[31]J. M. Stallings; J. W. Tedesco; M. EI-Mihilmy; M. Mc Cauley. Field performance of FRP bridge repairs[J]. Journal of Bridge Engineering, 2000,V5(2):107-113
[32]Sreenivas, Alampalli; Osman, Hag-Elsafi; Jerome, O’Connor; et al. Use of FRP for bridge components and methods of performance evaluation[J]. Structures, 2001, V109:36-39
[33]F. Bastianini; L. Ceriolo;A. Di Tommaso;et al. Mechanical and nondestructive testing to verify the effectiveness of composite strengthening on Historical Cast Iron Bridge in Venice[J]. Italy, Journal of Materials in Civil Engineering, 2004, V16(5) :407-413
[34]Adrian, K. Y. Hii; Riadh, Al-Mahaidi. Experimental investigation on torsional behavior of solid and box-section RC beams strengthened with CFRP using photogrammetry[J]. Journal of Composites for Construction, 2006,V10(4) :321-329
[35]Kasidit, Chansawat1; Solomon, C. S. Yim; Thomas, H. Miller. Nonlinear finite element analysis of a FRP-strengthened reinforced concrete bridge[J]. Journal of Bridge Engineering, 2006, V11(1) :21-32
[36]Omar, Chaallal; Mohsen, Shahawy; Munzer, Hassan. CFRP repair and strengthening of structurally deficient piles: design issues and field application[J]. Journal of Composites for Construction, 2006, V10(1) :26-34
[37]姜红光,王廷臣,陈建国,等. CFRP材料在桥梁工程中的应用[J].中外公路, 2005, 25(5): 117-180
[38]叶列平,冯鹏. FRP在工程结构中的应用与发展[J].土木工程学报, 2006, 39(3):24-36
[39]张建伟,邓宗才,杜修力,汤惠工.预应力FRP在混凝土结构中的应用研究与发展[J].世界地震工程,2006,22(1):133-139
[40]金成勋,金成秀,刘成权,金明冠.渗透性聚合砂浆(RC-A0401)的性能分析[R].韩国汉城产业大学, 2001
[41]清华大学建筑材料试验室.渗透性聚合物砂浆的试验报告[R].北京:清华大学, 2002
[42]聂建国,张天申.高强不锈钢绞线网-渗透性聚合物砂浆加固技术简介[Z].清华大学结构工程所,2002
[43]姚卫国,刘风阁.中国美术馆改建中的抗震加固设计[A].全国抗震加固改造技术第一届学术交流会论文集[C].昆明:云南大学出版社,2004:140-145
[44]王亚勇,姚秋来,巩正光,等.高强钢绞线网-聚合物砂浆在郑成功纪念馆加固工程中的应用[J].建筑结构,2005,35(8):41-42
[45]李建民.北京三元桥主体结构的加固方法[J].市政技术,2005,23(4):204-206
[46]蒋隆敏,张毛心.钢丝网水泥砂浆片材用于结构加固的研究综述[J].建筑结构,2004,34(3):7-11
[47]Logan D; Shah S P. Moment capacity and cracking behaviour of ferrocement in flexure[J]. Journal of the American Concrete Institute, 1973, V70(12) :799-804
[48]Johnston, C D; Mowat, D N. Ferrocement-material behaviour in flexural behavior of weldmesh ferrocement in normal and corrosive environments[J]. ACI Structural Journal of Structure, 1974, V100(5) :2054-2069
[49]Prakash, Desayi; Balaji, K. Rao. Probalilistic Analysis of tensile strength of ferrocement[J]. The International Journal of Cement Composites and Lightweight Concrete, 1988, V10(1) :15-25
[50]Prakash, Desayi. Lightweight Fibre-reinforced ferrocement in tension[J].Cement and Concrete Composites, 1991,V13(1):37-48
[51]Prakash, Desayi; Veerappa, Reddy. Strength of lightweight ferrocement in flexure[J]. cement&concrete composites, 1991,V13(1) :13-20
[52]R Walkus. Short and Long Term Behaviour of ferrocement subjected to uniaxial tension[J]. The International Journal of Cement Composites and Lightweight Concrete, 1988, V10(2):125-129
[53]Andrews, G; Sharma A. K. Repaired reinforced concrete beams[J]. Concrete International, 1988, V10(4) :47-51
[54]Basaunbul, I A;Gubati A,Al-Sulaimani; et al. Repaired reinforced concrete beams[J]. ACI Material Journal, 1990,V87(4):348-354
[55]E. Z. Tatsa. Limit states design of ferrocement components in bending[J]. Cement&Concrete Composites, 1991, V13(1):49-59
[56]Sharma, A. K. Tests of reinforced concrete continuous beams with and without ferrocement[J]. Concrete International, 1992,V14(3):36-40
[57]P. Paramsivam; K. C. G. Ong & C. T. E. Lim. Repair of damaged RC beams using ferrocement laminate[A]. Proc. Fourth international Conf. On Structural Failure, Durability and Retrofitting[C], Singapore, 1993:613-620
[58]Paramasivam, P; Lim, C T E; Ong, K. C. G. Strengthening of RC beams with ferrocement laminates[J]. Cement & Concrete Composites, 1998, V20(1) :53-65
[59]Ganesan, N.; Thadathil, Shyju P. Rehabilitation of reinforced concrete flexural elements using ferrocement jacketing[J]. Journal of Structural Engineering (Madras), 2005, V31(4) :275-280
[60]Singh G.; Xiong G. J. Ultimate moment capacity of ferrocement reinforced with weldmesh[J]. Cement&Concrete Composites, 1992, V14(4):257-267
[61]Xiong G. J.; Singh G. Behavior of weldmesh ferrocement composite under flexural cyclic loads[J]. Journal of Ferrocement, 1992,V22(3) :237-248
[62]Xiong G. J. Behaviour of ferrocement with special reference to fatigue in corrosive environments[R]. Ph.D Thesis, Univ. of Leeds ,UK, 1993
[63]Xiong G. J.; Singh G. Fatigue behaviour of freeocement in a sulphuric environment[J]. Journal of Ferrocement, 1994, V24(2) :209-224
[64]Xiong G. J.;Yen S. C.; Singh G. Fatigue behaviour of galvanised weldmesh ferrocement in a corrosive environment[A]. Proceeding of International Conference on Corrosion and Corrosion Protection of Steel in Concrete, UK, 1994:1227-1286
[65]Singh G.; Xiong G. J.; Max, Yen S. C. Probabilistic description and evaluation of fatigue properties of ferrocement[A]. Structures Congress-Proceedings, Vol.2, Restructuring: America and Beyond, 1995:1435-1449
[66]Guangjing Xiong; Gurdev, Singh. Rational evaluation of flexural behavior of weldmesh ferrocement in normal and corrosive enviroments[J].ACI Structural Journal, 1998,V95(6):647-653
[67]熊光晶.焊接钢丝网水泥的弯曲疲劳特性[J].混凝土与水泥制品,1997,2:46-50
[68]熊光晶.焊接钢丝网水泥弯曲极限承载力的计算[J].建筑结构学报,1997,18(1):33-40
[69]熊光晶.焊接钢丝网水泥在弯曲疲劳荷载作用下的应力计算[J].力学与实践,1997,19(6): 28-30
[70]Singh G.; Xiong G. J.. How reliable and important is the prediction of crack width inferrocement in direct tension[J]. Cement & Concrete Composites, 1991, V13(1) :3-12
[71]Xiong G. J.; Singh G.. Crack Space and crack width of ferrocement under flexural cyclic loading[J]. Cement&Concrete Composites, 1994,V16(2):107-114
[72]尚守平,曾令宏,陈大川,等.钢丝网复合砂浆加固RC梁的受弯试验研究[A].第六届全国建筑物鉴定与加固改造学术会议论文集[C].长沙:湖南大学出版社出版,2002:727-732
[73]尚守平,曾令宏,彭晖,等.复合砂浆钢丝网加固RC受弯构件的试验研究[J].建筑结构学报,2003,24(6):87-91
[74]曾令宏,尚守平,彭晖.钢丝网复合砂浆加固混凝土梁抗弯刚度计算[J].湖南大学学报(自然科学版),2003,30(3):127-129
[75]尚守平,曾令宏,彭晖.钢丝网复合砂浆加固混凝土受弯构件非线性分析[J].工程力学,2005,22(3):118-125
[76]尚守平,曾令宏,戴睿.钢丝网复合砂浆加固RC梁二次受力受弯试验研究[J].建筑结构学报,2005,26(5):74-80
[77]罗利波,尚守平.复合砂浆钢筋网加固混凝土梁抗剪计算模型探讨[J].科学技术与工程,2006,6(6):788-790
[78]曾令宏.钢丝网复合砂浆加固混凝土受弯构件的试验研究[D].长沙:湖南大学,2003
[79]戴睿.钢丝(筋)网复合砂浆加固混凝土梁的受弯试验研究[D].长沙:湖南大学,2004
[80]龙凌霄.高性能复合砂浆钢筋网加固RC梁受弯承载力研究[D].长沙:湖南大学,2005
[81]高晓梅,简政,陈修义.钢丝网外喷高强砂浆加固钢筋砼梁的试验研究[J].西安理工大学学报,2004,20(4):429-432
[82]高晓梅.钢丝网外喷高强砂浆加固钢筋砼梁正截面承载力试验研究[D].西安:西安理工大学,2004
[83]Takiguchi, Katsuki; Abdullah. An investigation into the behavior and strength of reinforced concrete columns strengthened with ferrocement jackets[J]. Cement and Concrete Composites, 2003, V25(2) :233-242
[84]Morshedt, Reza; Kazemi, Mohammad Taghi. Seismic shear strengthening of R/C beams and columns with expanded steel meshes[J]. Structural Engineering and Mechanics, 2005, V21(3) :333-350
[85]Kazemi, Mohammad Taghi; Morshed, Reza. Seismic shear strengthening of R/C columnswith ferrocement jacket[J]. Cement and Concrete Composites, 2005, V27(7-8):834-842
[86]尚守平,蒋隆敏,张毛心.钢筋网水泥复合砂浆加固RC偏心受压柱的试验研究[J].建筑结构学报,2005,26(2):18-25
[87]尚守平,蒋隆敏,张毛心.钢筋网高性能复合砂浆加固钢筋混凝土方柱抗震性能的研究[J].建筑结构学报,2006,27(4):16-22
[88]孙文泽,蒋隆敏,刘华山.用钢筋网水泥复合砂浆片材加固小偏心受压柱的试验研究[J].邵阳学院学报,2005,2(2):67-69
[89]严洲,翁海望,罗捷,等.钢丝网水泥砂浆加固混凝土圆柱的抗轴压试验研究[J].建筑技术开发,2006,33(4):54-56
[90]K. C. G. Ong; P. Paramsivam; C. T. E. Lim. Flexural strengthening of reinforced concrete beams using ferrocement laminates[J]. Journal of Ferrocement, 1992,V22(4):331-342
[91]P. Paramsivam; K. C. G. Ong & C. T. E. Lim. Ferrocement laminates for strengthening RC T-beams[J]. Cement & Concrete Composites, 1994,V16(2) :143-152
[92]尚守平,龙凌霄,曾令宏.销钉在钢筋网复合砂浆加固混凝土构件中的性能研究[J].建筑结构,2006,36(3):10-12
[93]金成勋.不锈钢丝网抗拉强度试验结果[R].韩国汉城产业大学建设技术研究所,2000
[94]金成勋,金明观,刘成权,等.高强不锈钢绞线网-渗透性聚合砂浆加固钢筋混凝土板的延性评估[R].韩国汉城产业大学,2000
[95]王寒冰.高强不锈钢绞线网-聚合砂浆加固RC梁的试验研究[D].北京:清华大学,2003
[96]蔡奇.高强不锈钢绞线加固钢筋混凝土梁刚度裂缝的研究[D].北京:清华大学,2003
[97]聂建国,王寒冰,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗弯加固的试验研究[J].建筑结构学报,2005,26(2):1-9
[98]聂建国,蔡奇,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗剪加固的试验研究[J].建筑结构学报,2005,26(2):10-17
[99]胡舒新.高强不锈钢绞线网用于混凝土抗弯疲劳性能的试验研究[D].北京:清华大学,2004
[100]陈亮,聂建国,张天申等.高强不锈钢绞线用于柱抗震加固的试验研究[A].全国抗震加固改造技术第一届学术交流会论文集[C].昆明:云南大学出版社,2004: 294-299
[101]陈亮.高强不锈钢绞线网用于混凝土柱抗震加固的试验研究[D].北京:清华大学,2004
[102]周孙基,聂建国,张天申.高强不锈钢绞线网-高性能砂浆加固板的刚度分析[A].全国抗震加固改造技术第一届学术交流会论文集[C].昆明:云南大学出版社,2004:50-56
[103]周孙基.高强不锈钢绞线加固钢筋混凝土板的研究[D].北京:清华大学,2004
[104]曹俊.高强不锈钢绞线网-聚合砂浆粘结锚固性能试验研究[D].北京:清华大学,2004
[105]曹俊,王治浩.聚合砂浆与混凝土粘结劈拉强度的试验研究[J].建筑结构, 2006, 36(3): 42-44
[106]钟聪明,王亚勇,张自平.高强钢绞线网-渗透性聚合物砂浆加固柱试验研究[A].全国抗震加固改造技术第一届学术交流会论文集[C].昆明:云南大学出版社,2004: 322-329
[107]曹忠民,李爱群,王亚勇,等.高强钢绞线网-聚合物砂浆复合面层加固震损梁柱节点的试验研究[J].工程抗震与加固改造,2005,27(6):45-50
[108]曹忠民;李爱群;王亚勇;姚秋来.高强钢绞线网-聚合物砂浆抗震加固梁柱节点的试验研究[A].第二届全国抗震加固改造技术学术交流会论文集(上)[C].上海:同济大学出版社,2005:12-18
[109]曹忠民,李爱群,王亚勇,等.高强钢绞线网-聚合物砂浆复合面层抗震加固梁柱节点的试验研究[J].工业建筑,2006,36(8):92-95
[110]曹忠民,李爱群,王亚勇,等.高强钢绞线网-聚合物砂浆抗震加固框架梁柱节点的试验研究[J].建筑结构学报,2006,27(4):10-15
[111]王亚勇,姚秋来,王忠海,等.高强钢绞线网-聚合物砂浆复合面层加固砖墙的试验研究[J].建筑结构,2005,35(8):36-40
[112]倪永军,姚秋来,王亚勇,等.聚合物砂浆-高强钢绞线网加固砖墙的前期研究[A].全国抗震加固改造技术第一届学术交流会论文集[C].昆明:云南大学出版社,2004:363-368
[113]王忠海,倪永军,姚秋来.高强钢绞线网-渗透性聚合物砂浆加固砖砌体抗剪承载力的试验研究[A].建设工程防灾技术交流会论文集[C].北京:中国建筑科学研究院,2005
[114]姚秋来,王忠海,王亚勇,等.高强钢绞线网片-聚合物砂浆复合面层加固技术在山东省某接待中心主楼加固工程中的应用[A].第二届全国抗震加固改造技术学术交流会论文集(上)[C].上海:同济大学出版社,2005:115-118
[115]林秋峰.高强钢丝网聚合物砂浆加固混凝土梁抗弯试验研究[D].福州:福州大学,2005
[116]林于东,林秋峰,王绍平,等.高强钢绞线网聚合物砂浆加固钢筋混凝土板抗弯试验研究[J].福州大学学报(自然科学版),2006,34(2):254-259
[117]董梁.钢绞线防腐砂浆加固混凝土梁的研究[D].天津:河北工业大学,2006
[118]张盼吉.钢绞线加固钢筋混凝土板的试验研究[D].天津:河北工业大学,2006
[119]徐明刚,刘立国.高强不锈钢绞线网-渗透性聚合砂浆加固混凝土梁的配筋率分析[J].建筑技术开发,2006,33(3):55-56
[120]Shahawy M A;Beitelman T; Arockiasamy M; Sowrirajan R. Experimental investigation on structural repair and strengthening of damaged prestressed concrete slabs utilizing externally bonded carbon laminates[J]. Composites: Part B, 1996, V27(3-4) :217-224
[121]Arduini, Marco; Nanni, Antonio; Romagnolo, Mariano. Performance of decommissioned reinforced concrete girders strengthened with fiber-reinforced polymer laminates[J]. ACI Structural Journal, 2002,V99(5) :652-659
[122]Shahrooz, Bahrain M.; Boy Serpil; Baseheart, T. Michael. Flexural strengthening of four 76-year-old T-beams with various fiber-reinforced polymer systems: Testing and analysis[J]. ACI Structural Journal, 2002,V99(5) :681-691
[1]曹俊.高强不锈钢绞线网-聚合砂浆粘结锚固性能的试验研究[D].北京:清华大学,2004
[2]曾令宏.高性能复合砂浆钢筋(丝)网加固混凝土梁试验研究与理论分析[D].长沙:湖南大学,2006
[3]K. C. G. Ong; P. Paramsivam; C. T. E. Lim. Flexural strengthening of reinforced concrete beams using ferrocement laminates[J]. Journal of Ferrocement, 1992,V22(4):331-342
[4]赵志方.新老混凝土粘结机理和测试方法[D].大连:大连理工大学,1998
[5]郭进军.高温后新老混凝土粘结的力学性能研究[J].大连:大连理工大学,2003
[6]韩菊红.新老混凝土粘结断裂性能研究及工程应用[D].大连:大连理工大学,2002
[7]刘建.新老混凝土粘结的性能研究[D].大连:大连理工大学,2000
[8]赵国藩,赵志方,袁群,等.新老混凝土的粘结机理和测试方法研究总结报告[R].国家基础性研究重大项目(攀登计划B)《重大土木与水利工程安全性与耐久性基础研究》之5.2 (1)课题,大连:大连理工大学,1999
[9]Bijien and Salt. Adherence of young concrete to old concrete development of tools for engineering[R]. Adherence of Young on Old Concrete, Edited by Folker H. W. Switzerland :ASMES ,1993
[10]谢慧才,李庚英,熊光晶.新老混凝土界面粘结力形成机理[J].硅酸盐通报,2003,3:7-11
[11]田稳岑,赵国藩.新老混凝土的粘结机理初探[J].河北理工学院学报,1998,20(2):78-82
[12]李庚英,谢慧才,熊光晶.混凝土修补界面的微观结构及与宏观力学性能的关系[J].混凝土,1999, 6:13-18
[13]Fiebrich M. H. Influence of the surface roughness on adherence between concrete and guite mortar overlays[R]. Adherence of Yong on Old Concrete, edited by Wittmann F. H, 1994,
[14]Giurgiutiu, V.; Lyons, J.; Petrou, M.; Laub, D.; Whitley, S. Fracture mechanics testing of the bond between composite overlays and a concrete substrate[J]. Journal of Adhesion Science and Technology, 2001, V15(11):1351-1371
[15]Charles H. Hoil; Scott A. 0' Connor. Cleaning and preparing concrete before repair[J]. Concrete International, 1997, V19(3):60-63
[16]Vaysburd, A. M.; Sabnis, G. M.; Emmons, P. H.; McDonald, J. E. Interfacial bond andsurface preparation in concrete repair[J]. Indian Concrete Journal, 2001, V75(1):27-39
[17]管大庆,陈章洪,石祖珠.截面处理对新老混凝土粘结性能的影响[J].混凝土,1994, (5):16-22+11
[18]Adachi I.; et a1. Construction Joint of Concrete Structures Using Shot-blasting Technique[R]. Translation of the Japan Concrete Institute, 1983
[19]赵志方,赵国藩,黄承连.新老混凝土粘结抗折性能研究[J].土木工程学报,2000, 33(2):68-72
[20]Johan Silfwerbrand. Improving concrete bond in repaired bridge decks[J]. Concrete International, 1990, V12(9):61-66
[21]John A. Wells; Robert D. Stark; Dimos Polyzois. Getting better bond in concrete overlays[J]. Concrete International, 1999, V21(3): 49-52
[22]Bruce S. Bonding new concrete to old[J]. Concrete Construction, 1988, V33(7):676-680
[23]Dong-UK Concrete Choi, James O. Jirsa. Shear transfer across interface between new and existing using large powder-driven nails[J]. ACI Structural Journal, 1999, V96(2):183-192
[24]赵晓燕.新老混凝土机械连接结合性能研究[D].天津:河北工业大学,2004
[25]Caroline Talbot; et al. Influence of surface preparation on long-term bonding of shotcrete[J]. ACI Materials Journal, 1994, V91(6):560-566
[26]M. Kalimur Rahman; et al. Modeling of shrinkage and creep stresses in concrete repair[J]. ACI Material Journal, 1999,V96(5):542-550
[27]I. Uherkovich. Questions concerning the long-time behavior of concrete repairs[R]. Adherence of Young on Old Concrete,edited by F.H.Wittmann, 1994
[28]John C. King; Alfonzo L. W. If it's still standing, it can be repaired[J]. Concrete Construction, 1988, V33(7):643-650
[29]Chen Puwei; Fu Xuli. Improving the bonding fibers to the concrete[J].Cement and Concrete between Old and New Concrete by Adding Carbon Research, 1995, V25(3):491-496
[30]刘金伟,熊光晶,谢慧才.新老混凝上修补界面方位对粘结强度的影响[J].工业建筑,2001, 31(5): 67-70
[31]Emmons P.H. Concrete repair and maintenance[M]. In: Part Three: Surface Repair, Section 6: Bonding Repair Materials to Existing Concrete. MA: R.S. Means Company;1994,154-163
[32]Cleland DJ; Long A.E. The pull-off test for concrete patch repairs[A]. In: Proceedings of the Institution of Civil Engineers-Structures and Buildings[C]. 1997,V122(12):451-460
[33]Eduardo N.B.S. Julio; et al. Concrete-to-concrete bond strength influence of the roughness of the substrate surface[J]. Construction and Building Materials, 2004, V18(9):675-681
[34]Kal R.; Hindo. In-place bond testing and surface preparation of concrete[J]. Concrete International, 1990,V12(4):46-48
[35]Simon Austin; Peter Robins; Yougang Pan. Tensile bond testing of concrete repairs[J]. Materials and Structures, 1995, V28(179):249-259
[36]P. J. Robins; S. A. Austin. Unified failure envelope from the evaluation of concrete repair bond tests[J]. Magazine of Concrete Research, 1995, Vol.47(170):57-68
[37]David G. Geissert; et al. Splitting prism test method to evaluate of concrete-to-concrete bond strength[J]. ACI Materials Journal, 1999, V96(3): 359-366
[38]赵志方,赵国藩,黄承速.新老混凝土粘结的劈拉性能研究[J].工业建筑,1999,29(11): 11-14
[39]刘健.高温后新老混凝土粘结的劈拉强度试验研究[J].工业建筑,2001,31(2): 15-17 [40J郭进军,宋玉普,张雷顺.混凝土高温后进行粘结劈拉强度试验研究[J].大连理工大学学报,2003, 43(2): 213-217
[41]Shigen Li; David Cz Geissert; Gregory C. Frantz, Jack E. Stephens. Freeze-thaw bond durability of rapid-setting concrete repair materials[J]. ACI Materials Journal, 1999, V96(2):242-249
[42]Sanjay Narendra Pareek; et al. Evaluation method for adhesion test results of bonded mortars to concrete substrate by square optimization[J]. ACI Materials Journal, 1995, V92(4): 355-360
[43]J. S. Wall; N. G. Shrive. Factors affecting bond between new and old concrete[J]. ACI Materials Journal, 1988, V85(2):117-125
[44]Simon Austin; Peter Robins; Yougang Pan. Shear bond testing of concrete repairs[J]. Cement and Concrete Research, 1999, V29(7):1067-1076
[45]A. I. Abu-Tair; S. R. Rigden; E. Burley. Testing the bond between repair materials and concrete substrate[J]. ACI Materials Journal, 1996, V93(6): 553-558
[46]Climaco J.C.T.S.; Regan, P. E. Evaluation of bond strength between old and new concrete in structural repairs[J]. Magazine of Concrete Research, 2001, V53(6):377-390
[47]Saucier F.; et a1. Combined shear-compression device to measure concrete-to-concrete bonding[J]. Experimental Techniques, 1991, V15(5):50-55
[48]赵志方,赵国藩,黄承逸.新老混凝土粘结的拉剪性能研究[J].建筑结构学报,1999, 20 (6):26-31
[49]赵志方,赵国藩,刘建,等.新老混凝土粘结抗拉性能的试验研究[J].建筑结构学报,2001,22(2):51-56
[50]袁群,刘健.新老混凝土粘结的剪切强度研究[J].建筑结构学报,2001, 22 (2): 46-50
[51]赵志方,周厚贵,刘健,等.新老混凝土粘结复合受力的强度特性[J].工业建筑,2002, 32(10): 37-39
[52]George Z. Voyiadjis; Taher M. Abulebdeh. Biaxial testing of repaired concrete[J]. ACI Materials Journal, 1992,V89(6):564-573
[53]F. Saucier; et al. Combined shear-compression device to measure concrete-to-concrete bonding[J]. Experimental Techniques, 1991, V15(5):50-55
[54]谢慧才,熊光晶,刘金伟,等.新老混凝土的粘结机理和测试方法研究[R].国家基础性研究重大项目(攀登计划B)《重大土木与水利工程安全性与耐久性基础研究》之5.2 (2)课题(1997年度总结报告),1997
[55]Teng, J.G.; Zhang, J.W.; Smith, S.T. Interfacial stresses in reinforced concrete beams bonded with a soffit plate: a finite element study[J]. Construction and Building Materials, 2002,V16(l) : 1-14
[56]Kunieda, Minoru; Kurihara, Norihiko; et al. Application of tension softening diagrams to evaluation of bond properties at concrete interfaces[J]. Engineering Fracture Mechanics, 2000,V65(2):299-315
[57]曹俊.高强不锈钢绞线网-聚合砂浆粘结锚固性能的试验研究[D].北京:清华大学,2004.
[58]金成勋.不锈钢丝网抗拉强度试验结果[R].韩国汉城产业大学建设技术研究所,2000
[59]JTG D62-2004.公路钢筋混凝土及预应力混凝土桥涵设计规范[S].北京:人民交通出版社,2004
[60]清华大学建筑材料试验室.渗透性聚合物砂浆的试验报告[R].北京:清华大学,2001
[61]金成勋,金成秀,刘成权,等.渗透性聚合砂浆(RC-A0401)的性能分析[R].韩国汉城产业大学,2000
[62]赵志方,周厚贵,袁群,等.新老混凝土粘结机理研究与工程应用[M].北京:中国水利水电出版社,2003
[63]汪荣鑫.数理统计[M].西安:西安交通大学出版社,1986
[64]蔡正咏,王足献,李秀英,等.数理统计在混凝土试验中的应用[M].北京,中国铁道出版社,1988
[65]Chajes M. J.; Finch W. W. J.; Januszka T. F.; Thonson T. A. J. Bond and force transfer of composite material plates bonded to concrete[J]. ACI Structural Journal, 1996, V93 (2): 295-230
[66]赵海东,张誉,赵鸣.碳纤维片材与混凝土基层粘结性能研究[A].第一届中国纤维增强塑料(FRP)混凝土结构学术交流会论文集[C].北京:冶金工业部建筑研究总院,2000:247-253
[67]任慧涛.纤维增强复合材料加固混凝土结构基本力学性能和长期受力性能研究[D].大连:大连理工大学, 2003
[68]Yao J.; Teng J. G.; Chen J. F. Experimental study on FRP-to-concrete bonded joints[J]. Composites Part B. Engineering, 2005, V36(2):99-113
[69]Taljsten B. Defining anchor lengths of steel and CFRP plates bonded to concrete[J]. International Journal of Adhesion and Adhesives, 1997, V17(4): 319-327
[70]Takeo K.; Matsushita H.; Makizumi T.; Nagashima G. Bond characteristics of CFRP sheets in the CFRP bonding technique[J]. Proc. Of Japan Concrete Institute, 1997, V19(2):1599-1604
[71]Ueda T.; Sato Y.; Asano Y. Experimental study on bond strength of continuous carbon fiber sheet[A]. Proc. 4th International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures ACI[C]. Farmington Hills, Michigan, 1999: 407-416
[72]Nakaba K.; Toshiyuki K.; Tomoki F.; Hiroyuki Y. Bond behavior between fiber-reinforced polymer laminates and concrete[J]. ACI Structural Journal, 2001, V98 (3):359-367
[74]Neubauer U.; Rostasy F. S. Design aspects of concrete structures strengthened with externally bonded CFRP plates[A]. Proc. 7th International Conference on Structural Faults and Repair[C]. Vol. 2 ECS Publications, Edinburgh, Scotland, 1997 :109-118
[75]Chen J. F.; Teng J. G. Anchorage strength models for FRP and steel plates bonded toconcrete[J]. Journal of Structural Engineering, ASCE,2001, V127 (7):784-791
[76]徐福泉.碳纤维布加固钢筋混凝土梁静承载性能研究[D].北京:中国建筑科学研究院,2001
[77]杨勇新.碳纤维布与混凝土的粘结性能及其加固混凝土受弯构件的破坏机理研究[D].天津:天津大学,2001
[78]陆新征. FRP-混凝土界面行为研究[D].北京:清华大学,2004
[79] Chen J.F.;Yang Z.J. FRP or steel plate-to-concrete bonded joints: effect of test methods on experimental bond strength[J]. Steel and Composite Structures.2001.V1(2):231-244
[80]Taljsten B. Defining anchor lengths of steel and CFRP plates bonded to concrete[J]. International Journal of Adhesion and Adhesives,1997,V17(4):319-327
[81]Neubauer U.; Rostasy F. S. Bond failure of concrete fiber reinforced polymer plates at inclined cracks-experiments and fracture mechanics model[A]. Proc. of 4th International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures ACI[C]. Farmington Hills, Michigan, 1999, 369-382.
[82]Savioa M.; Farracuti B.; C.Mazzotti. Non-linear bond-slip law for FRP-concrete interface[A]. Proc. 6th International Symposium on FRP Reinforcement for Concrete Structures World Scientific Publications[C]. Singapore, 2003:163-172.
[83]Monti M.; Renzelli M.; Luciani P. FRP adhesion in uncracked and cracked concrete zones[A]. Proc. 6th International Symposium on FRP Reinforcement for Concrete Structures World Scientific Publications[C]. Singapore, 2003:183-192.
[84]Dai J.G.;Ueda T..Local bond stress slip relations for FRP sheets-concrete interfaces[A]. Proc. 6th International Symposium on FRP Reinforcement for Concrete Structures World Scientific Publications[C]. Singapore,2003:143-152.
[85]Ueda T.;Dai J.G.;Sato Y.A. nonlinear bond stress-slip relationship for FRP sheet-concrete interface[A]. Proc.International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures[C]. Kyoto,Japan,2003:113-120.
[86]江见鲸,陆新征,等编著.钢筋混凝土结构有限元分析[M].北京:清华大学出版社,2005
[87]Edwards A. D.; Yannopouls P. J. Local bond-stress to slip relationships for hot rolled deformed bars and mild steel pains bars[J]. ACI Journal, Proceedings,1979, V76(3): 405-420
[88]Untrauer R. E.; Henry R. L. Influence of normal pressure on bond strength[J]. ACI Journal, Proceedings,1965, V62(5): 577-585
[89]Ferguson P. M.; Thompson J. N. Development length of high strength reinforcing bars in bond[J]. ACI Journal, Proceedings, 1962, V59(7): 887-922
[90]Ferguson P. M.; Thompson J. N. Development length for large high strength reinforcing bars[J]. ACI Journal, Proceedings, 1965, V62(1): 71-94
[91]Clark A. P. Comparative bond efficiency deformed concrete reinforcing bars[J]. ACI Joumal, 1946, V18(4): 381-400
[92]Clark A. P. Bond of concrete reinforcing bars[J]. ACI Journal, 1949, V21(3): 161-184
[93]Mathey R. G.; Watstein D. Investigation of bond in beam and pull-out specimens with high-yield strength deformed bars[J]. ACI Journal, Proceedings, 1961, V57(9): 1071-1090.
[94]Ferguest P. M.; et al. Pullout tests on high strength reinforcing bars[J]. ACI Journal, Proceedings, 1965, 62(8): 933-949
[95]徐有邻.变形钢筋-混凝土粘结锚固性能的试验研究[D].北京:清华大学,1990
[96]陈建平,徐勋倩,包华.钢筋混凝土粘结滑移特性的研究现状[J].南通工学院学报,2004,V3(4):51-56
[97]牟晓光.高强预应力钢筋粘结性能试验研究及数值模拟[D].大连:大连理工大学,2005
[98]徐有邻,宇秉训,朱龙,等.钢绞线基本性能与锚固长度的试验研究[J].建筑结构, 1996,27(3):34-38+53
[99]徐有邻,刘立新,管品武.螺旋肋钢丝粘结锚固性能的试验研究[J].混凝土与水泥制品,1998,4:24-29
[100]李方元,赵人达. C80高强混凝土与变形钢筋的粘结滑移试验[J].同济大学学报,2003,31(6):714-718
[101]李方元,赵人达.高强混凝土与钢绞线的粘结滑移试验研究[J].四川建筑科学研究,2003,29(4):4-6
[1]李松辉.碳纤维布加固桥梁的设计理论研究[D].大连:大连理工大学,2003
[2]Shahawy M A;Beitelman T; Arockiasamy M; Sowrirajan R. Experimental investigation on structural repair and strengthening of damaged prestressed concrete slabs utilizing externally bonded carbon laminates[J]. Composites: Part B, 1996,V27(3-4):217-224.
[3]Arduini, Marco; Nanni, Antonio; Romagnolo, Mariano. Performance of decommissioned reinforced concrete girders strengthened with fiber-reinforced polymer laminates[J]. ACIStructural Journal, 2002,V99(5):652-659.
[4]Shahrooz, Bahrain M.; Boy Serpil; Baseheart, T. Michael. Flexural strengthening of four 76-year-old T-beams with various fiber-reinforced polymer systems: Testing and analysis[J]. ACI Structural Journal, 2002,V99(5):681-691.
[5]刘彦顺,等.东关大桥设计资料[G].沧州:沧州交通勘测设计院,2002
[6]王寒冰.高强不锈钢绞线网-聚合砂浆加固RC梁的试验研究[D].北京:清华大学,2003
[7]聂建国,蔡奇,等.高强不锈钢绞线网-渗透性聚合砂浆抗剪加固的试验研究[J].建筑结构学报,2005,26(2):10-17
[8]张自荣,张素梅,石桂梅.纤维加固钢筋混凝土梁抗剪性能试验研究[J].哈尔滨工业大学学报,2004,36(3):366-369
[9]Chaallal Omar; Shahawy Mohsen; Hassan Munzer. Performance of reinforced concrete T-girders strengthened in shear with carbon fiber-reinforced polymer fabric[J]. ACI Structural Journal, 2002, V99(3):335-343
[10]Deniaud Christophe; Cheng, J.J.; Roger. Shear behavior of reinforced concrete T-beams with externally bonded fiber-reinforced polymer sheets[J]. ACI Structural Journal, 2001, V98 (3 ):386-394
[11]Rizkalla Sami; Hassan Tarek. Effectiveness of FRP for strengthening concrete bridges[J]. Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 2002, V12(2):89-95
[12]Hag-Elsafi Osman,Alampalli Sreenivas,Kunin Jonathan. Application of FRP laminates for strengthening of a reinforced concrete T-beam bridge structure[J].Composite Structures,2001,V52(3-4),Design and Manufacturing of Composite Structures:453-466
[13]李松辉,王松根.碳纤维片加固钢筋混凝土简支梁桥对比性试验研究[J].公路交通科技,2003,20 (3):80-83
[14]任慧韬,胡安妮,赵国落,等.玻璃纤维-芳纶纤维复合材料加固桥梁试验研究[J].公路交通科技,2003,20 (4):47-51
[15]于天来.碳纤维布加固钢筋混凝土梁受力性能的研究[D].哈尔滨:东北林业大学,2005
[1]Barbosa A. F.;Ribeiro G.O. Analysis of reinforced concrete structures using ANSYS nonlinear concrete model[R]. Computational Mechanics: New Trends and Aplications, Barcelona, Spain, 1998.
[2]Xiao R Y; 0' Flaherty T. Finite-element analysis of tested concrete connections[J]. Computers and Structures, 2000, V78(1-3):247-255.
[3]Fanning P. Nonlinear models of reinforced and post-tensioned concrete beams[J]. Electronic Journal of Structural Engineering, 2001,(2):111-119.
[4]Padmarajaiah S K; Ramaswamy A. A finite element assessment of flexural strength of prestressed concrete beams with fiber reinforcement[J]. Cement&Concrete Composites, 2002, V24 (2) : 229-241.
[5]Erduran E; Yakut A. Drift based damage functions for reinforced concrete columns[J]. Computers and Structures, 2004, V82(2-3):121-130.
[6]De Nardin S; Almeida Filho F M; Oliveira Filho J; et al. Non-linear analisys of the bond strength behavior on the steel-concrete interface by numerical models and pull-out tests[A] Proceedings of the 2005 Structures Congress and the 2005 Forensic Engineering Symposium[C]. New York, 2005.
[7]张国军.大型火力发电厂高强混凝土框架柱的抗震性能研究[D].西安:西安建筑科技大学,2003.
[8]Nie J G, Fan J S, Cai C S. Stiffness and deflection of steel-concrete composite beams under negative bending[J]. Journal of Structural Engineering, ASCE, 2004, V130(11):1842-1851.
[9]赵红梅.钢梁-钢骨混凝土柱节点的非线性有限元分析[D].北京:北京工业大学,2002
[10]杨勇.型钢混凝土粘结滑移基本理论及应用研究[D].西安:西安建筑科技大学,2003.
[11]鲍安红.粘钢加固混凝土梁的剥离研究[D].重庆:重庆大学,2005
[12]胡庆安,周样树,朱浩.泊松比对钢管混凝土拱桥极限承载力的影响[J].应用力学学报,2006, 23 (1):128-131
[13]周学军,曲慧.方钢管混凝土框架梁柱节点在低周往复荷载作用下的抗震性能研究[J].土木工程学报,2006, 39(1):38-42
[14]Damian K;Thomas M;Solomon Y. Finite element modeling of reinforced concrete structures strengthened with FRP laminates[R]. Report for Oregon Department of Transportation, Salem, May 2001
[15]Jia M L. Finite element modeling of reinforced concrete beams strengthened with FRP composite sheets[D]. Huntsville: University of Alabama,2003
[16]Chansawant K. Nonlinear finite analysis of reinforced concrete structures strengthened with FRP laminates[D]. Corvallis :Oregon State University,2003.
[17]Santhakumar R; Chandrasekaran E; Dhanaraj R. Analysis of retrofitted reinforcedconcrete shear beams using carbon fiber composites[J]. Electronic Journal of Structural Engineering, 2004, (4):66-74
[18]Li G Q; Kidane S; Pang S S; et al. Investigation into FRP repaired RC columns[J]. Composite Structures, 2003,V62(1):83-89
[19]陆新征,冯鹏,叶列平. FRP布约束混凝土方柱轴心受压性能的有限元分析[J].土木工程学报,2003, 36(2):46-51
[20]ANSYS Element Reference[M]. Electronic Release, SAS IP Inc.,1998
[21]ANSYS Theory Reference[M]. Electronic Release, SAS IP Inc.,1998
[22]ANSYS基本过程手册[M]. ANSYS中国,2000
[23]ANSYS非线性分析指南[M]. ANSYS中国,2000
[24]ANSYS建模与分网指南[M]. ANSYS中国,2000
[25]ANSYS高级技术分析指南[M]. ANSYS中国,2000
[26]ANSYS入门手册[M]. ANSYS中国,2000
[27]ANSYS入门指南[M].兰州铁道学院工程结构研究所、西北地区ANSYS技术支持中心,1998
[28]江见鲸,陆新征,等.钢筋混凝土结构有限元分析[M].北京:清华大学出版社,2005
[29]ANSYS Theory Reference[M]. Electronic Release, SAS IP Inc.,1998
[30]GB50010-2002.混凝土结构设计规范[S].北京:建筑工业出版社
[31]杨勇,郭子雄,聂建国,等.型钢混凝土结构ANSYS数值模拟技术研究[J].工程力学,2006,27(4):79-85+57
[32]杨勇,赵鸿铁,薛建阳,等.型钢混凝土基准粘结滑移本构关系试验研究[J].西安建筑科技大学学报(自然科学版),2005,37(4):445-449+467
[33]朱伯芳.有限单元法原理与应用[M].北京:中国水利水电出版社,1998
[34]曹俊.高强不锈钢绞线网-聚合砂浆粘结锚固性能的试验研究[D].北京:清华大学,2004.
[1]曹俊.高强不锈钢绞线网-聚合砂浆粘结锚固性能的试验研究[D].北京:清华大学,2004
[2]金成勋,金明观,刘成权,等.高强不锈钢绞线网-渗透性聚合砂浆加固钢筋混凝土板的延性评估[R].韩国汉城产业大学,2000
[3]王寒冰.高强不锈钢绞线网-聚合砂浆加固RC梁的试验研究[D].北京:清华大学,2003
[4]蔡奇.高强不锈钢绞线加固钢筋混凝土梁刚度裂缝的研究[D].北京:清华大学,2003
[5]聂建国,王寒冰,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗弯加固的试验研究[J].建筑结构学报,2005,26(2):1-9
[6]聂建国,蔡奇,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗剪加固的试验研究[J].建筑结构学报,2005,26(2):10-17
[7]胡舒新.高强不锈钢绞线网用于混凝土抗弯疲劳性能的试验研究[D].北京:清华大学,2004
[8]周孙基,聂建国,张天申.高强不锈钢绞线网-高性能砂浆加固板的刚度分析[A].全国抗震加固改造技术第一届学术交流会论文集[C].昆明:云南大学出版社,2004:50-56
[9]周孙基.高强不锈钢绞线加固钢筋混凝土板的研究[D].北京:清华大学,2004
[10]林秋峰.高强钢丝网聚合物砂浆加固混凝土梁抗弯试验研究[D].福州:福州大学,2005
[11]林于东,林秋峰,王绍平,等.高强钢绞线网聚合物砂浆加固钢筋混凝土板抗弯试验研究[J].福州大学学报(自然科学版),2006,34(2):254-259
[12]董梁.钢绞线防腐砂浆加固混凝土梁的研究[D].河北:河北工业大学,2006
[13]张盼吉.钢绞线加固钢筋混凝土板的试验研究[D].河北:河北工业大学,2006
[14]曾令宏.高性能复合砂浆钢筋(丝)网加固混凝土梁试验研究与理论分析[D].长沙:湖南大学,2006
[15]尚守平,曾令宏,陈大川,等.钢丝网复合砂浆加固RC梁的受弯试验研究[A].第六届全国建筑物鉴定与加固改造学术会议论文集[C].长沙:湖南大学出版社,2002:727-732
[16]尚守平,曾令宏,彭晖,等.复合砂浆钢丝网加固RC受弯构件的试验研究[J].建筑结构学报,2003,24(6):87-91
[17]尚守平,曾令宏,彭晖.钢丝网复合砂浆加固混凝土受弯构件非线性分析[J].工程力学,2005,22(3):118-125
[18]尚守平,曾令宏,戴睿.钢丝网复合砂浆加固RC梁二次受力受弯试验研究[J].建筑结构学报,2005, 26(5):74-80
[19]戴睿.钢丝(筋)网复合砂浆加固混凝土梁的受弯试验研究[D].长沙:湖南大学,2004
[20]龙凌霄.高性能复合砂浆钢筋网加固RC梁受弯承载力研究[D].长沙:湖南大学,2005
[21]尚守平,龙凌霄,曾令宏.销钉在钢筋网复合砂浆加固混凝土构件中的性能研究[J].建筑结构,2006,36(3):10-12
[22]曾令宏.钢丝网复合砂浆加固混凝土受弯构件的试验研究[D].长沙:湖南大学,2003
[23]卜良桃.高性能复合砂浆钢筋网(HPF)加固混凝土结构新技术[M].北京:中国建筑工业出版社,2007
[24]施士昇.混凝土的抗剪强度、剪切模量和弹性模量[J].土木工程学报,1999,32(2):47-52
[25]Smith, S.T.; Teng, J.G. FRP-strengthened RC beams-I: review of debonding strength models[J]. Engineering Structures, 2002, V24(4):385-395
[26]Smith, S.T.; Teng, J.G. FRP-strengthened RC beams-Ⅱ: assessment of debonding strength models[J]. Engineering Structures, 2002, V24(4):397-417
[27]Oehlers DJ. Reinforced concrete beams with plates glued to their soffits[J]. Journal of Structural Engineering, ASCE, 1992, V118(8):2023-2038
[28]Ziraba YN; Baluch MH; Basunbul IA; et al. Guidelines towards the design of reinforced concrete beams with external plates[J]. ACI Structural Journal, 1994,V91(6):639-646
[29]Jansze W. Strengthening of RC members in bending by externally bonded steel plates[D]. PhD Thesis, Delft University of Technology, Delft, 1997
[30]Raoof M; Zhang S. An insight into the structural behaviour of reinforced concrete beams with externally bonded plates[A]. Proceedings of the Institution of Civil Engineers: Structures and Buildings[C]. 1997, 477-492
[31]Raoof M; Hassanen MAH. Peeling failure of reinforced concrete beams with fibre-reinforced plastic or steel plates glued to their soffits[A]. Proceedings of the Institution of Civil Engineers: Structures and Buildings[C]. 2000, 291-305
[32]J. G. Teng; J. F. Chen; S. T. Smith; et al. FRP : Strengthened RC Structures[M]. New York: John Wiley & Sons, Ltd, 2002
[33]Sebastian, W.M. Significance of midspan debonding failure in FRP-plated concrete beams[J]. Journal of Structural Engineering, 2001, V127(7):792-798
[34]杨奇飞,熊光晶.关于FRP加固钢筋混凝土梁跨中剥离应力计算方法的讨论[J].四川建筑科学研究, 2005, 31(4):59-61
[35]GB50010-2002.混凝土结构设计规范[S].北京:中国建筑工业出版社,2002
[36]杨永新,岳清瑞,叶列平.碳纤维布加固钢筋混凝土梁受弯剥离承载力计算[J].土木工程学报,2004,37(2):23-27+32
[37]杨永新,岳清瑞,叶列平,等.碳纤维布加固混凝土梁的剥离破坏[J].工程力学,2004,21(5):150-156
[38]Teng, J.G.; Smith, S.T.; Yao, J.; et al. Strength model for intermediate flexural crack induced debonding in RC beams and Slabs[A]. Proceeding, International Conference on FRP Composites in Civil Engineering, Hong Kong[C]. China, 2001:579-587
[1]王寒冰.高强不锈钢绞线网-聚合砂浆加固RC梁的试验研究[D].北京:清华大学,2003
[2]蔡奇.高强不锈钢绞线加固钢筋混凝土梁刚度裂缝的研究[D].北京:清华大学,2003
[3]聂建国,王寒冰,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗弯加固的试验研究[J].建筑结构学报,2005,26(2):1-9
[4]聂建国,蔡奇,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗剪加固的试验研究[J].建筑结构学报,2005,26(2):10-17
[5]林秋峰.高强钢丝网聚合物砂浆加固混凝土梁抗弯试验研究[D].福州:福州大学,2005
[6]董梁.钢绞线防腐砂浆加固混凝土梁的研究[D].天津:河北工业大学,2006
[7]GB50010-2002.混凝土结构设计规范[S].北京:中国建筑工业出版社,2002
[8]Lam, L. and Teng, J.G. Strength of RC cantilever slabs bonded with GFRP strips[J].Journal of Composites for Construction, ASCE, V5(4):221-227
[9]JTG D62-2004.公路钢筋混凝土及预应力混凝土桥涵设计规范[S].北京:人民交通出版社,2004
[10]吴刚,安琳,吕志涛.碳纤维布用于钢筋混凝土梁抗弯加固的试验研究[J].建筑结构,2000,30(7):3-6
[11]曾令宏.高性能复合砂浆钢筋(网)加固混凝土梁实验研究与理论分析[D].长沙:湖南大学,2006
[12]A.A.格沃兹杰夫等.钢筋混凝土强度问题新论[M].北京:中国建筑工业出版社,1982:123-161
[13]Frank J.Vecchio and Michael P.Collins. The modified compression-field theory for reinforced concrete elements subjected to shear[J].ACI Structure Journal, 1986, V83(2):297-312
[14]T.ICHINOSE. A shear design equation for ductile R/C members[J]. Earthquake Engineering and Structural Dynamics, 1992, V21(3):187-198
[15]刘立新.钢筋混凝土深梁、短梁和浅梁受剪承载力的统一计算方法[J].建筑结构学报,1995, 16(4):13-22
[16]Chaallal, O.; Nollet, M.J.; and Perraton, D.Strengthening of reinforced concrete beams with externally bonded fibre-reinforced-plastic plates: design guidelines for shear and flexure[J]. Canadian Journal of Civil Engineering, 1998,V25(4): 692-704
[17]Chen, J.F.; Teng, J.G. Shear capacity of FRP strengthened RC beams: fibre reinforced polymer rupture[J]. Journal of Structural Engineering, ASCE, 2003, V129(5):615-625
[18]Chen, J.F.; Teng, J.G. Shear capacity of FRP strengthened RC beams:FRP debonding[J]. Construction and Building Materials, 2003, V17(1):27-41
[19]Gergely, I.; Pantelides, C. P.; Nuismer, P. J.; et al. Bridge pier retrofit using fibre-reinforced plastic composites[J]. Journal of Composites for Construction, ASCE, 1998, V2(4): 165-174
[20]Triantafillou, T. C. Composites: a new possibility for the shear strengthening of concrete, masonry and wood[J]. Composites Science and Technology, 1998,V58(8):1285-1295
[21]Michael J chajes. Shear strengthening of reinforced concrete beams using externally applied composite fabrics[J]. ACI Structure Journal, 1995, V92(3):336-249
[22]Amir M.Malek. Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end[J]. ACI Structure Journal, 1998, V95(2): 135-151
[23]Marco Arduini. Parametric study of beams with externally bonded FRP reinforcement[J]. ACI Structure Journal, 1997,94(5):465-482
[24]龙驭球,包世华.结构力学[M].北京:高等教育出版社.1996
[25]郑晓燕,翟爱良.剪切变形及斜裂缝影响的钢筋混凝土梁挠度计算[J].青岛建筑工程学院学报,1998(3):20-22
[26]施士昇.混凝土的抗剪强度、剪切模量和弹性模量[J].土木工程学报,1999,32(2):47-52
[27]赵国藩,李树瑶,廖婉卿.钢筋混凝土结构的裂缝控制[M].北京:海洋出版社,1991
[28]聂建国,沈聚敏.钢筋混凝土梁的斜裂缝宽度[J].建筑结构, 1994, 15(6):33-36
[29]СНИII-21-75,苏联钢筋混凝土结构设计规范[S].中国建筑科学研究院建筑结构研究所印. 1982
[30]MC78. CEB-FIP钢筋混凝土结构标准规范[S].中国建筑科学研究院建筑结构研究所印,1980
[31]李艳艳. HRB400钢筋混凝土梁受剪斜裂缝宽度的试验研究[D].天津:河北工业大学,2005
[32]郑建岚,钱在兹.协调析架模型在抗剪承载力中的应用[J].浙江大学学报,1998, 5(32 ): 635-642
[33]王铁成,董春敏,王菘.配高强箍筋的T形截面混凝土梁的斜裂缝宽度试验研究[J].吉林大学学报(工学版),2006, 36(4):451-455
[1]金成勋.不锈钢丝网抗拉强度试验结果[R].韩国汉城产业大学建设技术研究所,2000
[2]金成勋,金明观,刘成权,等.高强不锈钢绞线网-渗透性聚合砂浆加固钢筋混凝土板的延性评估[R].韩国汉城产业大学,2000
[3]王寒冰.高强不锈钢绞线网-聚合砂浆加固RC梁的试验研究[D].北京:清华大学,2003
[4]蔡奇.高强不锈钢绞线加固钢筋混凝土梁刚度裂缝的研究[D].北京:清华大学,2003
[5]聂建国,王寒冰,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗弯加固的试验研究[J].建筑结构学报,2005,26(2):1-9
[6]聂建国,蔡奇,张天申,等.高强不锈钢绞线网-渗透性聚合砂浆抗剪加固的试验研究[J].建筑结构学报,2005,26(2):10-17
[7]胡舒新.高强不锈钢绞线网用于混凝土抗弯疲劳性能的试验研究[D].北京:清华大学,2004
[8]林秋峰.高强钢丝网聚合物砂浆加固混凝土梁抗弯试验研究[D].福州:福州大学,2005
[9]林于东,林秋峰,王绍平,等.高强钢绞线网聚合物砂浆加固钢筋混凝土板抗弯试验研究[J].福州大学学报(自然科学版),2006,34(2):254-259
[10]董梁.钢绞线防腐砂浆加固混凝土梁的研究[D].天津:河北工业大学,2006
[11]张盼吉.钢绞线加固钢筋混凝土板的试验研究[D].天津:河北工业大学,2006
[12]徐明刚,刘立国.高强不锈钢绞线网-渗透性聚合砂浆加固混凝土梁的配筋率分析[J].建筑技术开发,2006,33(3):55-56
[13]英国标准BS5400(1978-1983版).钢桥、混凝土桥及结合桥(第十篇:疲劳设计使用规则)[S].西南交通大学出版社, 1986
[14]American Railway English Association. Manual for Railway Engineering[S]. 1977
[15]童乐为,沈祖炎,陈忠延.城市道路桥梁的疲劳荷载谱[J].土木工程学报,1997,30(5):20-27
[16]常大民,江克斌编著.桥梁结构可靠性性分析与设计[M].北京:中国铁道出版社,1995
[17]李扬海,鲍卫刚,郭修武,等.公路桥梁结构可靠度与概率极限状态设计[M].北京:人民交通出版社,1997
[18]Yeong-Bin Yang,Shu-Shyan Liao,Bing-Houng Lin. Impact Formulas for Vehicles Moving over Simple and Continuous Beams[J]. Journal of Structural Engineering, 1995, V121(11):1644-1650
[19]王元丰,许士杰.桥梁在车辆作用下空间动力响应的研究[J].中国公路学报,2000,13(4):37-41
[20]宋一凡.公路桥梁动力学[M].北京:人民交通出版社, 2000
[21]夏禾.车辆与结构动力相互作用[M].北京:科学出版社, 2002
[22]黄华,刘伯权,刘鸣.车辆荷载谱作用下简支T梁力学性能分析[J].长安大学学报(自然科学版),2007,27(2),58-62
[23]刘伯权,黄华,刘鸣.简支梁桥在车辆荷载谱作用下的动力分析[J].土木工程学报,2006,39(3):76-80+128
[24]王勖成,邵敏.有限单元法基本原理和数值方法(第二版)[M].清华大学出版社,1997
[25]漫洪高,赵方刚,袁向荣.铁路桥梁横向振动及其对策的研究[J].铁道建筑,2000,7:7-9
[26]WANG Chun-fen;ZHANG Yao. Study on lateral vibration of multi-span railway bridge with simple beams[J]. Journal of LANZHOU Railway University(Natural Science), 2001,V20(1):24-29
[27]WANG Rong-hui;WANG Wei-yi;GUO Xiang-rong. Lateral random viberation analysis of quasi-high-speed tain-peinforced concrete multi-span box girder bridge[J]. Journal of GUANHZHOU University(Natural Science), 2003,V2(1):64-69
[28]刘文锋,宿健,等. 32m跨简支铁路桥梁横向振动的研究分析[J].振动、测试与诊断,2004,24(1):57-60