玻璃纤维混凝土弯曲疲劳性能及累积损伤研究
|
摘要
玻璃纤维混凝土(Glass Fiber Reinforced Concrete,简称为GFRC)作为一种新型混凝土材料,由于玻璃纤维的加入,改善了混凝土基体的脆性,提高了抗拉、抗弯、抗冲击及韧性等性能。若将GFRC用于工程实际中可以很好的改善结构和构件的耐疲劳性能。在工程实际中应用得较多、理论研究较为成熟的是钢纤维混凝土,其它纤维混凝土材料的研究还不普遍。玻璃纤维具有优越的物理力学性能,随着玻璃纤维在混凝土工程运用领域的不断扩大,相关理论研究显得尤为重要。混凝土类材料在循环荷载作用下的疲劳强度和变形性能是研究混凝土结构疲劳性能和疲劳强度的基础。为了给GFRC结构的合理设计和正确分析提供重要的试验依据和理论研究参考,论文进行了GFRC弯曲疲劳性能及累积损伤研究,主要试验与理论研究工作包括以下几方面：
1、进行了0%、0.6%、0.8%和1%四种纤维率GFRC试件的静载试验和等幅循环荷载试验,研究了玻璃纤维对GFRC各项力学性能(如抗拉强度、抗压强度、抗折强度及抗折弹性模量等)的影响,测量了循环加载下试件的疲劳寿命、应变；对试验结果进行分析,得到了GFRC疲劳应变、疲劳弹性模量和循环应力应变曲线的发展规律及相应经验公式。
2、应用统计学理论对GFRC的疲劳寿命进行分析,证明了GFRC的疲劳寿命服从两参数、三参数的Weibull分布,其中三参数Weibull分布更适宜用来描述GFRC弯曲疲劳寿命的分布规律；给出了可用于确定等幅弯曲荷载下GFRC疲劳寿命的S-N曲线、考虑存活率的P-S-N曲线方程。通过方程得到了GFRC的疲劳强度,并与普通混凝土、钢纤维混凝土进行比较,结果说明了GFRC有优越的抗疲劳性能。
3、根据GFRC疲劳应变和变形模量随循环次数的发展规律,提出了GFRC弯曲疲劳破坏准则的应变衡量和弹模衡量方法。结合断裂分析中的能量平衡和耗散原理,探讨了GFRC的疲劳内部损伤机理,从而合理地解释了研究获得的疲劳变形规律。
4、从连续介质损伤力学、Miner线性累积损伤理论和能量释放理论出发,分别选用由残余塑性应变、最大疲劳应变和循环滞回能表示的损伤变量研究了GFRC的疲劳损伤累积规律,并结合疲劳试验结果确定了模型参数,得到了相应的损伤累积方程。
5、运用灰色系统预测理论,在疲劳试验结果的基础上得到了GFRC疲劳强度预测的灰色GM(1,1)模型。在此基础上提出一个模型参数可通过S-N曲线确定,便于工程应用的强度衰减模型,此模型可用于单级循环荷载下GFRC的疲劳寿命估算。以上研究都通过预测值与试验值的比较证明了方法的可行性。
Glass Fiber Reinforced Concrete (GFRC) is a kind of new-style material. As intermingled the glass fiber, the properties of GFRC such as brittleness, tensile strength, flexural strength, impactive strength and toughness can be improved. It must improve the anti-fatigue properties of construction and member, if GFRC is used in field of practical engineering. At present, steel fiber reinforced concrete has been used in structural engineering. The researching of other fiber composite materials is not yet widespread, especially for glass fiber. However, the glass fiber has superior physical and mechanical properties. The theory research about GFRC material is very imperative with the extending of GFRC in engineering application confine. The research on fatigue performance and fatigue strength of concrete construction are based on the fatigue strength and deformation performance study of concrete materials. In this dissertation, the flexural fatigue performance and cumulative damage orderliness have been studied based on experimental results. It can give a basilic experimental and academic reference for the reasonable design and scientific analysis about GFRC construction and member. The experimental and theoretic investigation can be listed as follows:
1、Through the static and constant amplitude cyclic loading experiments of GFRC specimens with0%、0.6%、0.8%and1%glass fiber volume fraction, the mechanical properties of GFRC(such as compressive strength, tensile strength, elastic modulus) were observed. The developments of specimen strain witll the increase of recurrent times were measured, as well as the fatigue lives of specimens under different stress levels. The development regulation of fatigue strain, fatigue deforming modulus and fatigue stress-strain curve of GFRC were achieved by experimental results analysis.
2、According to the statistical analysis of fatigue-life, the study shows the fatigue life of GFRC follows both the two-parameter Weibull distribution and three-parameter Weibull distribution, but three-parameter Weibull distribution is more suitable for expressing the law. The S-N curves which can be used to determine the life of GFRC under constant amplitude fatigue load were obtained. Besides, P-S-N curves with different survival probability were provided. Meanwhile, the fatigue strengths of GFRC were compared with conventional concrete and steel fiber concrete. The results indicate that GFRC has distinguished anti-fatigue property.
3、A fatigue equation estimated GFRC flexural fatigue breakage was gained according to the development regulation of fatigue strain and fatigue deforming modulus in terms of cyclic number. Based on energy release and dissipation theory of fracture mechanics, the damage behavior of GFRC under fatigue loading was analyzed, consequently, the observed phenomenon and rules from the experimental results were explained rationally.
4、A study on fatigue cumulative damage of GFRC is conducted. The residual strains, maximum strains and cyclic dissipation energy are used to define the fatigue damage. In addition, the law of cumulative damage and its evolution were obtained base on fatigue test data.
5、In this part, the method researching on the fatigue strength of GFRC was presented by Gray System Theory. The GM(1,1) model for predicting the fatigue strength or the residual fatigue life of GFRC under constant amplitude cyclic loading was established. The prediction results were compared with experimental results. The results show that this predicting method by Gray system was easy to implement. A residual strength degradation model of GFRC is proposed from the point of view that fatigue is the process during which material strength degrades constantly. The method to determine the parameters of the model from S-N curve is also proposed. It has been verified by the compare with experimental results that these models have good precision, a certain theoreticai significance and value of practical application.
1、进行了0%、0.6%、0.8%和1%四种纤维率GFRC试件的静载试验和等幅循环荷载试验,研究了玻璃纤维对GFRC各项力学性能(如抗拉强度、抗压强度、抗折强度及抗折弹性模量等)的影响,测量了循环加载下试件的疲劳寿命、应变；对试验结果进行分析,得到了GFRC疲劳应变、疲劳弹性模量和循环应力应变曲线的发展规律及相应经验公式。
2、应用统计学理论对GFRC的疲劳寿命进行分析,证明了GFRC的疲劳寿命服从两参数、三参数的Weibull分布,其中三参数Weibull分布更适宜用来描述GFRC弯曲疲劳寿命的分布规律；给出了可用于确定等幅弯曲荷载下GFRC疲劳寿命的S-N曲线、考虑存活率的P-S-N曲线方程。通过方程得到了GFRC的疲劳强度,并与普通混凝土、钢纤维混凝土进行比较,结果说明了GFRC有优越的抗疲劳性能。
3、根据GFRC疲劳应变和变形模量随循环次数的发展规律,提出了GFRC弯曲疲劳破坏准则的应变衡量和弹模衡量方法。结合断裂分析中的能量平衡和耗散原理,探讨了GFRC的疲劳内部损伤机理,从而合理地解释了研究获得的疲劳变形规律。
4、从连续介质损伤力学、Miner线性累积损伤理论和能量释放理论出发,分别选用由残余塑性应变、最大疲劳应变和循环滞回能表示的损伤变量研究了GFRC的疲劳损伤累积规律,并结合疲劳试验结果确定了模型参数,得到了相应的损伤累积方程。
5、运用灰色系统预测理论,在疲劳试验结果的基础上得到了GFRC疲劳强度预测的灰色GM(1,1)模型。在此基础上提出一个模型参数可通过S-N曲线确定,便于工程应用的强度衰减模型,此模型可用于单级循环荷载下GFRC的疲劳寿命估算。以上研究都通过预测值与试验值的比较证明了方法的可行性。
Glass Fiber Reinforced Concrete (GFRC) is a kind of new-style material. As intermingled the glass fiber, the properties of GFRC such as brittleness, tensile strength, flexural strength, impactive strength and toughness can be improved. It must improve the anti-fatigue properties of construction and member, if GFRC is used in field of practical engineering. At present, steel fiber reinforced concrete has been used in structural engineering. The researching of other fiber composite materials is not yet widespread, especially for glass fiber. However, the glass fiber has superior physical and mechanical properties. The theory research about GFRC material is very imperative with the extending of GFRC in engineering application confine. The research on fatigue performance and fatigue strength of concrete construction are based on the fatigue strength and deformation performance study of concrete materials. In this dissertation, the flexural fatigue performance and cumulative damage orderliness have been studied based on experimental results. It can give a basilic experimental and academic reference for the reasonable design and scientific analysis about GFRC construction and member. The experimental and theoretic investigation can be listed as follows:
1、Through the static and constant amplitude cyclic loading experiments of GFRC specimens with0%、0.6%、0.8%and1%glass fiber volume fraction, the mechanical properties of GFRC(such as compressive strength, tensile strength, elastic modulus) were observed. The developments of specimen strain witll the increase of recurrent times were measured, as well as the fatigue lives of specimens under different stress levels. The development regulation of fatigue strain, fatigue deforming modulus and fatigue stress-strain curve of GFRC were achieved by experimental results analysis.
2、According to the statistical analysis of fatigue-life, the study shows the fatigue life of GFRC follows both the two-parameter Weibull distribution and three-parameter Weibull distribution, but three-parameter Weibull distribution is more suitable for expressing the law. The S-N curves which can be used to determine the life of GFRC under constant amplitude fatigue load were obtained. Besides, P-S-N curves with different survival probability were provided. Meanwhile, the fatigue strengths of GFRC were compared with conventional concrete and steel fiber concrete. The results indicate that GFRC has distinguished anti-fatigue property.
3、A fatigue equation estimated GFRC flexural fatigue breakage was gained according to the development regulation of fatigue strain and fatigue deforming modulus in terms of cyclic number. Based on energy release and dissipation theory of fracture mechanics, the damage behavior of GFRC under fatigue loading was analyzed, consequently, the observed phenomenon and rules from the experimental results were explained rationally.
4、A study on fatigue cumulative damage of GFRC is conducted. The residual strains, maximum strains and cyclic dissipation energy are used to define the fatigue damage. In addition, the law of cumulative damage and its evolution were obtained base on fatigue test data.
5、In this part, the method researching on the fatigue strength of GFRC was presented by Gray System Theory. The GM(1,1) model for predicting the fatigue strength or the residual fatigue life of GFRC under constant amplitude cyclic loading was established. The prediction results were compared with experimental results. The results show that this predicting method by Gray system was easy to implement. A residual strength degradation model of GFRC is proposed from the point of view that fatigue is the process during which material strength degrades constantly. The method to determine the parameters of the model from S-N curve is also proposed. It has been verified by the compare with experimental results that these models have good precision, a certain theoreticai significance and value of practical application.
引文
[1]Tien S.Changt, Clyde E Kesler. Fatigue Behavior of Reinforced Concrete Beams[J]. Journal of the American Concrete Institute, August 1958,246-251
[2]沈荣熹,王璋水,崔玉忠.纤维增强水泥与纤维增强混凝土[M].北京：化学工业出版社,2006
[3]惠亚楠,高航宇.浅析纤维混凝土的应用[J].科海故事博览—科教创新,2012,6(387)：17-18
[4]赵国藩,彭少民,黄承逵等.钢纤维混凝土结构[M].北京：中国建筑工业出版社,1999
[5]Colin D Johnston, Robert W.Zemp. Flexural Fatigue Performance of Steel Fiber Reinforced Concrete-Influence of Fiber Content[J]. ACI Materials Journal, July-August 1991,121-129
[6]Perry B. Reinforced External Pavements With Both Large And Small Synthetic Fiber[J]. Concrete,2003, (9):46
[7]William. H.A. Fatigue To Lightweight Aggregate Concrete Beams[J]. ACI Materials Journal, April 1943, Vol39,441-445
[8]Benrur A, Mindess S. Fibre Reinforced Cementitious Composite[M]. London:Elsevier Science Publishers Ltd,1990
[9]Balaguru P N, Shah S P. Fiber-Reinforced Cement Composites[M]. New York: McGraw-Hill, Inc,1992
[10]Beaudoin J J. Handbook of Fiber-Reinforced Concrete. Park Ridge[M].:Noyes Publications,1990
[11]Hoechst A G. High-Tenacity Dolanit Type 18 Acrylic Fibers for Mortar and Concrete[J]. ACI Journal,1992, Vo3,46-49
[12]高丹盈,刘建秀.钢纤维混凝土基本理论[M].北京：科学技术出版社,1994
[13]程庆国.钢纤维混凝土理论及应用[M].北京：中国铁道出版社,1999
[14]赵志缙.新型混凝土及其施工工艺[M].北京：中国建筑工业出版社,1986
[15]危良才.玻璃纤维是复合材料的最佳增强材料[J].纤维复合材料,2009,26(3)：53-56
[16]朱航征.玻璃纤维混凝土技术开发近况[J].建筑技术开发,2006(5),167-168
[17]许乙弘.玻璃纤维混凝土在建筑装饰中的应用[J].南京林业大学学报,2002,4,71-72
[18]D.J.Hannant. Fiber Cements and Fiber Concretes[J]. A Wiley-Interscience Publication. New York. Brisbane. Toronto,1978,54-58
[19]代若愚.预应力玻璃纤维混凝土受弯构件力学性能及正截面承载力研究[D]：[硕士学位论文].昆明：昆明理工大学,2009
[20]Majumdar A J, Laws V. Glass Fibre Reinforced Cements[M]. Oxford:BSP Professional Books,1991
[21]Sun Wei, Chen Dontong. The Effect Of Hybrid Fiber And Coupling Agents On Fiber Reinforced [A]. Cement Matrix. In:Wu Zhaoqi Eds. Proceedings of 3rd Beijing International Symposium on Cement and Concrete[C], Vol.2. Beijing:International Academic Publishers,1993
[22]刘君杰,王建坤.纤维增强混凝土的应用现状[J].天津纺织科技,2003(4),9-14
[23]F.Jesse, R.Ortlepp, M.Curbach. Strength-reducing Effects in Composites with Continuous AR Glass Fibers[J]. Proceedings of 12th Congress of GRCA, Paper 21
[24]R.Hempel, H.Schom, M.Schiekel et al. Durability of Textile Reinforced Concrete[J]. Proceedings of 12th Congress of GRCA, Paper 24
[25]J.Olowsky, M.Raupach. Long-term Behavior of Textile Reinforced Concrete[J]. Proceedings of 12th Congress of GRCA, Paper 15
[26]J.Beddows, P.Pumell. Durability of New Matrix Glass fiber Reinforced Concrete[J]. Proceedings of 12th Congress of GRCA, Paper 16
[27]A.Avci, H.Arikan, A.Akdemir. Fracture Behavior of Glass fiber Reinforced Polymer Composite[J]. Cement and Concrete Research,2004,34:429-434
[28]J.M.L.Reis, A.J.M.Ferreria. Assessmnet of Fracture Porperties of Epoxy Polmyer Concrete[A]. Reniofrced with Short Carbon and Glass FIbers[C]. Construction and Builidng Material,2004, (18):523-528
[29]Faiz.A.Mirza, Parviz Soroushian. Effects of Alkali-resistant Glass Fiber Reinforcement on Crack and Temperature Resistance of Lightweight Concrete[J]. Cement and Concrete Composites,2002,24:223-227
[30]GB.Kim, P. Waldron, K.Pilakoutas. Bond Behaviour of Reinforcing Bars in GRC[J]. Proceedings of 12th Congress of the GRCA, Paper 19
[31]Marco Antonio Carnio. Glassfiber Reinforced Concrete Pavements[J]. Proceedings of 12th Congress of the GRCA, Paper 33
[32]李晓民,赵晶,宋学富等.耐碱玻璃纤维在道路混凝土中的应用研究[J].新型建筑材料,2004,(1)：8-11
[33]殷勇.玻璃纤维改善水泥土力学性能试验研究[D]：[硕士学位论文].南京：东南大学,2006
[34]张向东,姜云,郝凤山.玻璃纤维改善水泥粉煤灰稳定土性能的研究[J].岩土工程界,2002,4(11)：32-34
[35]丁一宁,杨楠.玻璃纤维与聚丙烯纤维混凝土性能的对比试验[J].水利水电科技发展,2007,27(1)：24-26
[36]邓宗才,薛会青,王力等.耐碱玻璃纤维混凝土的弯曲韧性[J].新型建筑材料,2009,5：23-24
[37]邓宗才,薛会青,张鹏飞等.耐碱玻璃纤维混凝土的抗弯冲击性能研究[J].公路,2007,12：184-187
[38]马贵杰,薛会青.耐碱玻璃纤维混凝土的单轴拉伸特性研究[J].吉林水利,2009,6：39-41
[39]傅智,李红,赵尚传等.耐碱玻璃纤维混凝土路面研究(一)——原材料、配合比优选与力学性能[J].公路交通科技(应用技术版),2006(6),5-8
[40]李红,傅智,邓宗才等.耐碱玻璃纤维混凝土路面研究(二)——耐碱玻璃纤维混凝土动载与干缩特性研究[J].公路交通科技(应用技术版),2006(6),9-11
[41]傅智,李红,赵尚传等.耐碱玻璃纤维混凝土路面研究(三)——耐碱玻璃纤维混凝土耐久性研究及其路面施工效果[J].公路交通科技(应用技术版),2006(6),12-14
[42]丁海波.高温作用后玻璃纤维混凝土强度研究[D]：[博士学位论文].天津：天津大学,2007
[43]王增忠,Bin Shi.玻璃纤维混凝土梁挠度和裂缝宽度计算方法研究[J].工业建筑,2002,32(11)：8-10
[44]郑俊杰,李志华,翟世鸿.玻璃纤维混凝土板的试验研究[J].华中科技大学学报 (城市科学版),2009,26(1)：19-21
[45]赵晶,鲁红筠.耐碱玻璃纤维在混凝土中的增强效应[J].低温建筑技术,2011,(9)：1-3
[46]Considere. M. Influence des armatures metallurgies sur les proprietes des mortiers et betons[J]. Compte Rendude l' academies Des Sciences,1898,127:992-995
[47]De.Joly. La resistance et l'elastic des ciments porland[J]. Annales Des Pont et Chausses[J], Memoires,1898,16(7):198-244
[48]Van Omum J.L. Fatigue of Cement Products [J]. Transactions, ASCE,1903,51: 443
[49]Gray. W, Mclaughlin J. F, Antrim J.C. Fatigue Propertities of Lightweight Aggregate Concrete [J]. ACI Journal,1961:149-161
[50]Murdock J.W. A Critical Review of Research on Fatigue of Plain Concrete [P]. Engineering Experiment Station Bulletin,475,1965:2
[51]Bennet E.W, Muir S.E.J. Some Fatigue Tests on High-strength Concrete in Axial Compression[J]. Magazine of Concrete Research,1967,19(59):13-117
[52]Aas-Jakobsen K. Fatigue of Concrete Beams and Columns[M]. Norwegian:Trondheim, 1970:9
[53]P.R.Sparks. The Influence of Rate of Loading and Material Variability on the Fatigue Characteristics of Concrete[R]. ACI Publication SP-75,1982:331-343
[54]Matsushita H, Tokumitsu Y. A Study on Compressive Fatigue Strength of Concrete Considered Survival Probability [J]. Proceeding of JSCE,1972,198(2):127-138
[55]Thomas.T.C.Hus. Fatigue of Plain Concrete [J]. ACI Journal,1981, (2):292-305
[56]C.P.Whaley and A.M.Neville. Non-elastic Deformation of Concrete under Cyclic Compression [J]. Magazine of Concrete Research,1973,25(84):145-154
[57]Jan Ove Holmen. Fatigue of Concrete by Constant and Variable Amplitude Loading[J]. Fatigue Strength of Concrete Structures, SP-75 ACI,1982:71-110
[58]McCall J. T. Probability of Fatigue of Plain Concrete [J]. ACI Journal, Proceedings, 1958,55(2):233-244
[59]Chimamphant S. Bond and Fatigue Characteristics of High-strength Cement-based Composites [D]. Ph. D. Dissertation, New Jersey Institute of Technology, Newark, New Jersey,1989
[60]王瑞敏,赵国藩,宋玉普.混凝土的受压疲劳性能研究[J].土木工程学报,1991,24(4)：38-47
[61]欧进萍,林燕清.混凝土疲劳损伤的强度和刚度衰减试验研究[J].哈尔滨建筑大学学报,1998,(4)：1-8
[62]李朝阳,宋玉普,赵国藩.混凝土疲劳残余应变性能研究[J].大连理工大学学报,2001,41(3)：355-358
[63]Linger D.A. and Gillespie H.A. A Study of the Mechanism of Concrete Fatigue and Fracture[J]. HRB Research News,1966,22
[64]Tepfers Ralejs. Tensile Fatigue Strength of Plain Concrete [J]. ACI Journal,1979
[65]A.J.Zielinski, H.W.Reinhard and H.A.Kormeling. Experiments on Concrete under Repeated uniaxial Impact Tensile Loading [J]. Material Construction and Material Structures,1981,14(8):163-169
[66]H.A.W. Cornelissen, H.W. Reinhardt. Fatigue of Plain Concrete in Uniaxial Tension and in Alternating Tension Compression Loading [J]. Fatigue of Steel and Concrete Structures, IABSE Colloguium,1982,273-282
[67]H.A.W.Cornelissen, H.W. Reinhardt. Uniaxial Tensile Fatigue Failure of Concrete under Constant-amplitude and Programmed Loading [J]. Magazine of Concrete Research,1984,36(129):216-226
[68]吕培印.混凝土单轴、双轴动态强度和变形试验研究[D]：[博士学位论文].大连：大连理工大学,2001
[69]赵东拂,混凝土多轴疲劳破坏准则研究[D]：[博士学位论文].大连：大连理工大学,2002
[70]杨健辉.侧压下混凝土静态受拉与受拉疲劳性能研究[D]：[博士学位论文].大连：大连理工大学,2003
[71]朱劲松.混凝土双轴疲劳试验与破坏预测理论研究[D]：[博士学位论文].大连：大连理工大学,2003
[72]曹伟.定侧压下混凝土三轴疲劳性能试验与理论研究[D]：[博士学位论文].大连：大连理工大学,2004
[73]Byung Hwan Oh. Cumulative Damage Theory of Concrete under Variable-amplitude Fatigue Loading[J]. ACI Materials Journal,1991,88(1),203-206
[74]Nordby.G.M. Fatigue of Concrete—A Review of Research[J]. ACI Journal,1958: 192-219
[75]Clemmer H.E. Fatigue of concrete Proceeding [J]. ASTM,1922,22:127-131
[76]William. H.A. Fatigue of Lightweight Aggregate Concrete Beams [J]. ACI Journal, 1943,139:441-445
[77]Tien.S.Changt, Clyde E Kesler. Fatigue Behavior of Reinforced Concrete Beams[J], Journal of the American Concrete Institute, August 1958,191-195
[78]Thomas E. Stelson, John N.Cernica. Fatigue propertities of Concrete Beams[J]. Journal of the American Concrete Institute, August 1958,211-216
[79]McCall J. T. Probability of Fatigue of Plain Concrete [J]. ACI Journal, Proceedings, 1958,55(2):233-244
[80]田芳.预应力混凝土板的弯曲疲劳性能及正截面承载力计算[D]：[硕士学位论文].昆明：昆明理工大学,2003
[81]石小平,姚祖康,李华等.水泥混凝土的弯曲疲劳特性[J].土木工程学报,1990,23(3)：11-22
[82]X. P. Shi, T. F. Fwa and S. A. Tan. Flexural Fatigue Strength of Plain Concrete[J]. ACI Journal,1993,90(5):435-440
[83]俞茂宏,赵均海.复杂应力下混凝土疲劳强度的试验研究[J].西南交通大学学报,1998,3,89-92
[84]赵渠林.复合材料[M].北京：国防工业出版社,1979
[85]G Batson. et al. Flexural Fatigue Strength of Steel Fiber Reinforced Concrete Beams[J]. ACI Journal,1972,69(11):673-677
[86]Ramarkrishnan V, Oberling G and Tatnall P. Flexural Fatigue Strength of Steel Fiber Reinforced Concrete[A]. Fiber Reinforced Concrete Properties and Applications[C]. SP-105, ACI, Detroit, Michigan,1987:225-245
[87]黄承奎,赵国藩,彭骏.二级配钢纤维混凝土疲劳特性的研究[A].全国第四届纤维水泥与纤维混凝土学术会议论文集[C],南京,1992：138-146
[88]华渊,张少波,姜稚清.混杂纤维混凝土弯曲疲劳性能的试验研究[J].混凝土与水泥制品,1997,4：40-43
[89]孙伟,高建明.路用钢纤维混凝土抗折疲劳特性研究[J].东南大学学报(自然科学版),1991,2：80-87
[90]陈拴发.聚丙烯纤维混凝土弯曲疲劳性能[J].西安公路交通大学学报,2001,2：18-20
[91]丁达伟.低温钢纤维混凝土梁抗折疲劳特性的试验研究[D]：[硕士学位论文].安徽：安徽理工大学,2006
[92]易成.局部高密度钢纤维混凝土疲劳、断裂性能及结构应用研究[D]：[博士学位论文].哈尔滨：哈尔滨建筑大学,2000
[93]易成,沈世钊,谢和平.局部高密度钢纤维混凝土弯曲疲劳性能的研究[J].土木工程学报,2001,34(6)：29-33,37
[94]易成,沈世钊.局部高密度钢纤维混凝土梁弯曲性能研究[J].工业建筑,1998,(8)：1-5
[95]易成,沈世钊.局部高密度钢纤维混凝土静态断裂性能研究[J].哈尔滨建筑大学学报,2001,34(2)：16-21
[96]邓宗才,彭书成.哑铃型钢纤维粉煤灰混凝土的弯曲疲劳特性[J].湘潭矿业学院学报,2003,18(4)：46-50
[97]马国强,岑国平,王硕太等.合成纤维混凝土路面切割小梁弯曲疲劳试验[J].公路,2007(7)：182-185
[98]孙凌寒,邵国建,黄俊.短碳纤维局部增强混凝土疲劳性能实验研究[J].实验力学,2009,24(5)：445-452
[99]Cheong and Hong Zeng. Stress-strain Relationship for Concrete Confined by Lateral Steel Reinforcement[J].ACI Materials Journal,2002,99(3):250-255
[100]A. Fatemi and L. Yang. Cumulative Fatigue Damage and Life Prediction Theories:a Survey of the State of the Art for Homogeneous Materials[J]. Int. J. Fatigue,1998, 20(1):9-34
[101]鞠杨,樊承谋.疲劳累积损伤理论研究[J].哈尔滨建筑工程学院学报,1994,27(5)：115-120
[102]高路彬,程庆国.一种新的各向同性损伤本构模型及其应用[J].中国铁道科学,1989,10(2)：1-11
[103]鞠扬,樊承谋.钢纤维混凝土的疲劳“锻炼效应”[J].土木工程学报,1995, 28(3)：66-71
[104]鞠扬,樊承谋.高—低两级变幅载荷下钢纤维混凝土轴向压缩疲劳效应[J].哈尔滨建筑大学学报,1995,28(3)：77-82
[105]李永强.混凝土弯曲疲劳累积损伤性能研究[J].中国铁道科学,1998,19(2)：52-59
[106]张立翔,赵造东,李庆斌.混凝土的P-D-ε曲线及其累积损伤特性分析[J].工程力学,2002,19(5)：87-91
[107]吕培印,宋玉普,李庆斌.混凝土轴拉疲劳试验及损伤模型[J].水利学报,2002,12：79-84
[108]李庆斌,吕培印,张立翔.混凝土受压疲劳特性及损伤本构模型[J].水利学报,2004,4：21-26
[109]华渊,张少波,姜稚清.C—P混杂纤维混凝土弯曲疲劳损伤模型及寿命预测[J].工程力学(增刊),1998,64-68
[110]张小辉,何天淳,宋万明.钢纤维混凝土的弯曲疲劳损伤研究[J].昆明理工大学学报,2000,5：52-55
[111]余自若,安明喆.活性粉末混凝土的疲劳损伤[J].华南理工大学学报,2009,37(3)：114-119
[112]余自若,安明喆,孙美丽.多级等幅疲劳加载下RPC的损伤累积及剩余寿命预测[J].北京工业大学学报,2010,36(7)：907-913
[113]陈瑜海.用Weibull理论研究脆性材料的损伤概率[J].水利学报,1996,188(6)：45-50
[114]Yang D. Distribution Function for the Fatigue Life of Concrete[J]. Magazine of Concrete Research,1994,168(46):215-221
[115]Mazars J. Berthaud Y. and Ramtani S. Unilateral Behaviour of Damaged Concrete[J]. Engineering Fracture Mechanics,1990,35(4-5):629-635
[116]Hongwei Shen, Jizhong Lin, Ensheng Mu. Probabilistic Model onStochastic Fatigue Damage[J]. International Journal of Fatigue,2000,22,569-572
[117]邹嵘,倪侃,张圣坤.用模糊Bayes方法确定疲劳寿命分布[J].中国海洋平台,2001,16(1)：4-9
[118]Pock L. P. On fatigue crack paths[J]. International Journal of Fatigue,1995,17(1): 5-13
[119]谢和平,黄约军,E. Stein.分形裂纹扩展对材料疲劳行为的影响[J].机械强度,1996,18(1)：1-5
[120]董聪,何庆芝.微裂纹演化过程中分叉与混沌现象的描述及若干问题探讨[J].力学进展,1994,1(24)：106-115
[121]易成,沈士钊.分形理论在工程材料疲劳、断裂性能研究中的应用[J].哈尔滨建筑大学学报,1999,32(5)：11-15
[122]易成,谢和平.高密度钢纤维混凝土疲劳裂纹扩展的分形描述[J].力学与实践,2001,23：26-28
[123]Jaeyoun Kang, and Jiho Song. Neural Network Applications in Determining the Fatigue Crack Opening Load[J]. International Journal of Fatigue,1998,20(1):57-69
[124]吕培印,宋玉普.基于人工神经网络的混凝土疲劳寿命估算[J].海洋工程,2001,19(3)：72-76
[125]Rafeeq A. S., Ashok G., and Krishnamoorthy S. Influence of Steel Fibers in Fatigue Resistance of Concrete in Direction Compression[J]. Journal of Materials in Civil Engineering,2000,12(2):172-179
[126]邓聚龙.灰理论基础[M].湖北：华中科技大学出版社,2002
[127]彭伟,王春华.钢筋混凝土梁剩余抗弯强度的灰色预测[J].低温建筑技术,1998,74(4)：16-17
[128]魏迎奇,孙玉莲.大坝沉降变形的灰色预测分析研究[J].中国水利水电科学研究院学报,2010,1：25-29
[129]朱劲松,宋玉普.灰色理论在混凝土疲劳强度预测中的应用[J].混凝土,2002,6：10-12
[130]邓宗才.耐碱玻璃纤维及其混杂纤维混凝土的弯曲疲劳特性[J].建筑科学与工程学报,2008,25(2)：64-67
[131]Sun Wei, Yan Yun. Study of the Fatigue Performance and Damage Mechanism of Steel Fibre Reinforced Concrete[J]. ACI Materials Journal,1996,93(3):206-211
[132]孙伟,高建明.路用钢纤维混凝土抗折疲劳特性研究[J].东南大学学报,1993,21(2)：80-87
[133]孙伟.钢纤维高强混凝土疲劳特性和损伤机理的研究[J].上海建材学院学报, 1993,(4)：57-62
[134]高镇同.疲劳应用统计学[M].北京：国防工业出版社,1986
[135]JGT 3064-1999.钢纤维混凝土[S].北京：中国建筑工业出版社,1999
[136]余自若.活性粉末混凝土疲劳性能及其构件疲劳验算方法研究[D]：[博士学位论文].北京：北京交通大学,2006
[137]易成,谢和平,孙华飞.钢纤维混凝土疲劳断裂性能与工程应用[M].北京：科学出版社,2003
[138]宋玉普,赵东拂.混凝土强度与疲劳寿命试验样本容量分析[J].大连理工大学学报.2002,42(4)：464-466
[139]JGJ 52-2006.普通混凝土用砂、石质量及检验方法标准[S].北京：中国建筑工业出版社,2007
[140]CECS 13:89.钢纤维混凝土试验方法[S].北京：中国建筑工业出版社,1991
[141]小林一辅(日),邹崇富译.纤维增补混凝土[M].北京：中国铁道出版社,1985
[142]崔卫民,诸强,杨智春.疲劳寿命服从威布尔分布时保证综合存活率的一种方法[J].机械强度,2001,23(3)：290-292
[143]吴智敏,赵国藩,黄承奎.混凝土疲劳断裂特性[J].土木工程学报,1995,28(3)：59-65
[144]郑顺潮,黄培彦,郭馨艳.钢纤维聚合物高强混凝土疲劳性能的实验研究[J].实验力学,2011,26(1)：1-6
[145]余自若,安明喆,阎贵平.活性粉末混凝土的疲劳强度研究[J].混凝土,2008,25(7)：3-6
[146]Mogsen A I, Shafig P E. Fatigue Characteristics of Aligned Fiber Reinforced Mortar[J]. J Engre Mech,1999, (125):156-164
[147]赵冰锋,吴素君.三参数威布尔分布参数估计法[J].金属热处理,2007,32：443-446
[148]王瑞敏,宋玉普,赵国藩.混凝土疲劳破坏的概率分析[J].大连理工大学学报.1991,3：331-336
[149]Gumble EJ. Parameters in the Distribution of Fatigue Life[J]. Eng Mech, ASCE 1963,10
[150]高镇同,熊峻江.疲劳可靠性[M].北京：北京航空航天大学出版社,2000
[151]B.H.Oh. Fatigue-Life Distribution of Concrete for Various Stress Levels[J]. ACI Materials Journal,1991,16(4):75-79
[152]石小平,姚祖康.水泥混凝土的弯曲疲劳性能[J].土木工程学报,1990,23(3)：11-22
[153]张立翔,王时越,赵造东.混凝土疲劳损伤强度可靠度置信限分析[J].工程力学,2004,21(4)：139-143
[154]史景钊,杨星钊,陈新昌.三参数威布尔参数估计方法的比较研究[J].河南农业大学学报,2009,43(4)：405-409
[155]王凤武,徐人平,张立翔等.混凝土抗压疲劳寿命概率分布及其置信度计算[J].同济大学学报,2003,31(10)：1146-1150
[156]杨建喜.关于桥梁可靠度评估中动态数据分布拟合检验的研究与实现[J].西南民族大学学报,2006,32(3)：605-608
[157]庄楚强,吴亚森.应用数理统计基础[M].广州：华南理工大学出版社,2002
[158]曾春华,邹十践.疲劳分析方法及应用[M].北京：国防工业出版社,1994
[159]王中光等译,材料的疲劳[M].北京：国防工业出版社,1995
[160]王时越,张立翔,徐人平等.混凝土疲劳刚度衰减规律试验研究[J].力学与实践,2003,25(5)
[161]ShiXP, FwaTF, TanSA. Flexural Fatigue Strength of Plain Concrete[J]. ACI Mater, 1993,2
[162]鞠杨.钢纤维(增强)混凝土疲劳损伤行为及其累积损伤理论和疲劳寿命估算方法研究[D]：[博士学位论文].哈尔滨：哈尔滨建筑大学,1995
[163]GB50010-2002.混凝土结构设计规范[S].北京：中国建筑工业出版社,2002
[164]GB50216-94.铁路工程结构可靠度设计统一标准[S].北京：中国计划出版社,1994
[165]张小辉.钢纤维混凝土弯曲疲劳及其损伤特性和细观强度研究[D].昆明：昆明理工大学硕士学位论文,2001
[166]傅祥炯.结构疲劳与断裂[M].西安：西北工业大学出版社,1995
[167]周新刚,吴江龙.高温后混凝土轴压疲劳性能初探[J].工业建筑,1996,26(5)：33-56
[168]ComelissenH.A.W. Fatigue Failure of Concrete in Tension[J]. HERON,1984,29(4)
[169]Shah S. P. Fatigue of Concrete Structures [R]. Publication SP-75, ACL Detroit,1983
[170]Melvin R. Ramey, Ratrick J. McCabe. Compression Fatigue of Fibre Reinforced Concrete[A]. Proceedings of the ASCE, EM, Division,1974,100(2):139-149
[171]Paulo B. Cachim, Joaquim A. Figueiras, Paulo A.A, Pereira. Fatigue Behavior of Fiber-reinforced Concrete in Compression[J]. Cement and Concrete Composites. 2002,24:211-217
[172]M.K Lee, B.L.G.Barr. An Overview of the Fatigue Behavior of Plain and Fibre Reinforced Concrete [J]. Cement and Concrete Composites,2004(26):299-305
[173]Jan Ore Holmen. Fatigue of Concrete by Constant and Variable Amplitude Loading[R]. Fatigue of Concrete Structures. ACI Publication SP-75, Detroit,1982
[174]赵造东.水工混凝土受压疲劳性能及累积损伤研究[D]：[博士学位论文].昆明：昆明理工大学,2011
[175]王惠.混凝土、纤维混凝土裂纹扩展分析[J].工业建筑,1997(1)：29-33
[176]混凝土结构疲劳专题组.混凝土受弯构件疲劳可靠性验算方法的研究[R].混凝土结构研究报告选集(No.3).北京：中国建筑工业出版社,1994：538-591
[177]汪宏涛,曹巨辉,薛明等.玻璃纤维对GRC复合材料耐久性的影响[J].后勤工程学院学报,2009,25(2)：1-4
[178]J. Mazats. A Discription of Micro-and Macroscale Damage of Concrete Structures[J]. Engin. Fracture Mech.1982,25(516):729-737
[179]蔡四维,蔡敏.混凝土的损伤断裂[M].北京：人民交通出版社,1999
[180]封伯昊,张立翔,李桂青.混凝土损伤研究综述[J].昆明理工大学学报,2001,26(3)：21-30
[181]E. Papa. A Damage Model for Concrete Subjected to Fatigue Loading[J]. European Journal of Mechanics, A/Solds,1993,12(3):429-440
[182]Holmen J V. Fatigue of Concrete by Constant and Variable Amplitude loading[M]. Fatigue of Concrete Structures,1982
[183]宋玉普,赵顺波,王瑞敏等.钢筋混凝土疲劳性能的非线性有限元法分析[J].海洋学报,1993,15(3)：116-125
[184]李朝阳.钢筋混凝土结构的疲劳性能研究[D]：[博士学位论文].大连：大连理工大学,2000
[185]Alliche A, Francois D. Damage of Concrete in Fatigue[J]. Journal of Engineering Mechanics,1992,118(11):2176-2190
[186]王军.损伤力学的理论与应用[M].北京：科学出版社,1997
[187]杨光松.损伤力学与复合材料损伤[M].北京：国防工业出版社,1995
[188]王文安.损伤力学[M].武汉：武汉水利电力大学研究生教材.1992
[189]余天庆.钱济成.损伤理论及其应用[M].北京：国防工业出版社,1993,10
[190]张安哥,朱成九,陈梦成等.疲劳、断裂与损伤[M].成都：西南交通大学出版社,2006.
[191]宋玉普,吕培印.混凝土轴心拉—压疲劳性能研究[J].建筑结构学报,2002,23(4)：36-41
[192]董聪.疲劳寿命分布模型的统一描述[J].强度与环境,1996,3：1-3
[193]J.T.McCall. Probability of Fatigue Failure of Plain Concrete[J]. Journal of American Concrete Institution,1958,30(2):233-244
[194]伍石生,武建民.水泥混凝土疲劳试验数据中含非破坏数据的处理方法[J].重庆交通学院学报,2002,21(1)：34-36
[195]李靖华,李果,刘刚.混凝土疲劳寿命规律预测新方法[J].大连理工大学学报,1997,37(1增刊)：115-121
[196]杜云,张春明,尾崎切.混凝土疲劳试验的AE特性研究[J].辽宁工程技术大学学报,2001,20(1)：46-49
[197]谢和平.岩石、混凝土损伤力学[M].江苏：中国矿业大学出版社,1990
[198]李兆霞.损伤力学及其应用[M].北京：科学出版社,2002
[199]余寿文,冯西桥.损伤力学[M].北京：清华大学出版社,1997
[200]曾攀.材料的概率疲劳损伤特性及现代结构分析原理[M].北京：科学技术文献出版社,1993
[201]Jean Lemaitre著,倪金刚,陶春虎译.损伤力学教程[M].北京：科学出版社,1996
[202]楼志文.损伤力学基础[M].西安：西安交通大学出版社,1991
[203]鞠扬,樊承谋,潘景龙.钢纤维混凝土疲劳损伤行为研究[J].工业建筑,1997,3：17-22
[204]J Wang. Low Cycle Fatigue and Cycle Dependent Creep with Continuum Mechanics[J]. Int.J Damage mech,1992,1(2):237-244
[205]铁道部科学研究院混凝土疲劳专题组.混凝土在等幅和变幅重复应力下疲劳性能的研究[R].铁道部科学研究院,1990,10
[206]李永强,车惠民.混凝土弯曲疲劳累积损伤性能研究[J].中国铁道科学,1998,19(2)：52-59
[207]吴弋慧.混凝土材料的累积损伤破坏准则[J].中国铁道科学,1994,15(3)：101-108
[208]Hilsdorf H. K. and Kesler C. E. Fatigue Strength of Concrete under Varying Flexural Stress[J]. ACI Journal,1966,63(10):1059-1076
[209]张滨生,吴科如.水泥混凝土疲劳破坏的损伤力学分析[J].同济大学学报,1989,17(1)：59-69
[210]余天庆,宁国钧.损伤理论及其在混凝土结构中的应用[J].桥梁建设,1986(2)：10-11
[211]Miner M. A.. Cumulative Damage in Fatigue[J]. Journal of the Applied Mechanics, 1945,67(12):159-164
[212]Jinawath.P. Cumulative Fatigue Damage of Plain Concrete in Compressionp[D]: Ph.D. Thesis. Univemity of Leeds,1974
[213]Leeuwen J.V. and Siemes J.M. Miner's Rule with Respect to Plain Concrete[J]. Heron,1979,24(1):34-52
[214]李朝阳,宋玉普.混凝土疲劳损伤累积Miner准则适用性研究[J].中国海洋平台,2001,16(3)：1-4
[215]Holmen J.O. Fatigue of Concrete of Constant and Variable Amplitude Loading[J]. Fatigue of Concrete Structures, SP-75, ACI, Detroit,1982, pp.71-110
[216]Murtaza G. Akid R. Modeling Short Fatigue Crack Growth in Heated-treated Low-alloy Steel [J]. International of Fatigue.1995,17(3):207-214
[217]赵少汴.常用累积损伤理论疲劳寿命估算精度的试验研究[J].机械强度,2000,22(3)：206-209
[218]Corten H.T. and Dolant L. Cumulative Fatigue Damage[J]. Proceed, of the Inter. Confer On Fatigue of Materials, IME and ASME,1956
[219]Oh B H. Cumulative Damage Theory of Concrete under Variable-Amplitude FatigueLoadings[J]. ACI Materials Journal, January-February,1991
[220]董毓利,谢和平,赵鹏.受压混凝土理想弹塑性损伤本构模型[J].力学与实践,1996,18(6)：14-16
[221]林燕清,欧进萍.混凝土多级等幅疲劳的变形发展规律试验研究[J].哈尔滨建筑大学学报,1999,32(1)：11-17
[222]谢和平,鞠杨,黎立云.基于能量耗散与释放原理的岩石强度与整体破坏准则[J].岩石力学与工程学报,2005,24(17)：3003-3010
[223]Solecki R, Conant R J. Advanced Mechanics of Materials[M]. London:Oxford University Press, 2003
[224]慈国庆.纤维增强复合材料层板的疲劳损伤研究[D]：[硕士学位论文].济南：山东工业大学,1995
[225]J.勒迈特著.倪金刚,陶春虎译.损伤力学[M].北京：科学出版社,1996
[226]沈为,彭立华.疲劳损伤演变方程与寿命估算—连续损伤力学的应用[J].1994,16(2)：52-57
[227]孟宪宏.混凝土疲劳剩余强度试验及理论研究[D]：[博士学位论文].大连：大连理工大学,2006
[228]唐丽芳,贾冬青,盂庆鹏.用MATLAB实现灰色预测GM(1,1)模型[J].沧州师范专科学校学报,208,24(2)：35-37
[229]刘思峰.灰色系统理论及其应用[M].北京：科学出版社,1999
[231]张启明.灰色马尔可夫预测模型及其在地震预报中的应用[J].地震学报,1994,17(1)：25-29
[232]刘志斌等.灰色马尔可夫链在深基坑沉降预测中的应用[J].煤田地质与勘探,2002,30(6)：35-37
[233]赵永利,孙伟.混凝土材料疲劳损伤方程的建立[J].重庆交通学院学报,1999,8(1)：17-22
[234]吕文阁,谢里阳,徐灏.一个非线性强度退化模型[J].机械强度,1997,19(2)：55-59
[235]D Revuelta, J Cuartero, A Miravete, etal. A New Approach to Fatigue Analysis in Composites Based on Residual Strength Degradation[J]. Composite Structures, 2000,48：183-186
[236]CECS 38:92.钢纤维混凝土结构设计与施工规程[S].北京：中国计划出版社,1992
[237]CECS 38:2004.纤维混凝土结构技术规程[S].北京：中国计划出版社,2004
[238]CECS 146:2003.碳纤维片材加固混凝土结构技术规程[S].北京：中国计划出版社,2003
[239]王瑞敏.混凝土的疲劳性能研究[D]：[博士学位论文].大连：大连理工大学,1989
[2]沈荣熹,王璋水,崔玉忠.纤维增强水泥与纤维增强混凝土[M].北京：化学工业出版社,2006
[3]惠亚楠,高航宇.浅析纤维混凝土的应用[J].科海故事博览—科教创新,2012,6(387)：17-18
[4]赵国藩,彭少民,黄承逵等.钢纤维混凝土结构[M].北京：中国建筑工业出版社,1999
[5]Colin D Johnston, Robert W.Zemp. Flexural Fatigue Performance of Steel Fiber Reinforced Concrete-Influence of Fiber Content[J]. ACI Materials Journal, July-August 1991,121-129
[6]Perry B. Reinforced External Pavements With Both Large And Small Synthetic Fiber[J]. Concrete,2003, (9):46
[7]William. H.A. Fatigue To Lightweight Aggregate Concrete Beams[J]. ACI Materials Journal, April 1943, Vol39,441-445
[8]Benrur A, Mindess S. Fibre Reinforced Cementitious Composite[M]. London:Elsevier Science Publishers Ltd,1990
[9]Balaguru P N, Shah S P. Fiber-Reinforced Cement Composites[M]. New York: McGraw-Hill, Inc,1992
[10]Beaudoin J J. Handbook of Fiber-Reinforced Concrete. Park Ridge[M].:Noyes Publications,1990
[11]Hoechst A G. High-Tenacity Dolanit Type 18 Acrylic Fibers for Mortar and Concrete[J]. ACI Journal,1992, Vo3,46-49
[12]高丹盈,刘建秀.钢纤维混凝土基本理论[M].北京：科学技术出版社,1994
[13]程庆国.钢纤维混凝土理论及应用[M].北京：中国铁道出版社,1999
[14]赵志缙.新型混凝土及其施工工艺[M].北京：中国建筑工业出版社,1986
[15]危良才.玻璃纤维是复合材料的最佳增强材料[J].纤维复合材料,2009,26(3)：53-56
[16]朱航征.玻璃纤维混凝土技术开发近况[J].建筑技术开发,2006(5),167-168
[17]许乙弘.玻璃纤维混凝土在建筑装饰中的应用[J].南京林业大学学报,2002,4,71-72
[18]D.J.Hannant. Fiber Cements and Fiber Concretes[J]. A Wiley-Interscience Publication. New York. Brisbane. Toronto,1978,54-58
[19]代若愚.预应力玻璃纤维混凝土受弯构件力学性能及正截面承载力研究[D]：[硕士学位论文].昆明：昆明理工大学,2009
[20]Majumdar A J, Laws V. Glass Fibre Reinforced Cements[M]. Oxford:BSP Professional Books,1991
[21]Sun Wei, Chen Dontong. The Effect Of Hybrid Fiber And Coupling Agents On Fiber Reinforced [A]. Cement Matrix. In:Wu Zhaoqi Eds. Proceedings of 3rd Beijing International Symposium on Cement and Concrete[C], Vol.2. Beijing:International Academic Publishers,1993
[22]刘君杰,王建坤.纤维增强混凝土的应用现状[J].天津纺织科技,2003(4),9-14
[23]F.Jesse, R.Ortlepp, M.Curbach. Strength-reducing Effects in Composites with Continuous AR Glass Fibers[J]. Proceedings of 12th Congress of GRCA, Paper 21
[24]R.Hempel, H.Schom, M.Schiekel et al. Durability of Textile Reinforced Concrete[J]. Proceedings of 12th Congress of GRCA, Paper 24
[25]J.Olowsky, M.Raupach. Long-term Behavior of Textile Reinforced Concrete[J]. Proceedings of 12th Congress of GRCA, Paper 15
[26]J.Beddows, P.Pumell. Durability of New Matrix Glass fiber Reinforced Concrete[J]. Proceedings of 12th Congress of GRCA, Paper 16
[27]A.Avci, H.Arikan, A.Akdemir. Fracture Behavior of Glass fiber Reinforced Polymer Composite[J]. Cement and Concrete Research,2004,34:429-434
[28]J.M.L.Reis, A.J.M.Ferreria. Assessmnet of Fracture Porperties of Epoxy Polmyer Concrete[A]. Reniofrced with Short Carbon and Glass FIbers[C]. Construction and Builidng Material,2004, (18):523-528
[29]Faiz.A.Mirza, Parviz Soroushian. Effects of Alkali-resistant Glass Fiber Reinforcement on Crack and Temperature Resistance of Lightweight Concrete[J]. Cement and Concrete Composites,2002,24:223-227
[30]GB.Kim, P. Waldron, K.Pilakoutas. Bond Behaviour of Reinforcing Bars in GRC[J]. Proceedings of 12th Congress of the GRCA, Paper 19
[31]Marco Antonio Carnio. Glassfiber Reinforced Concrete Pavements[J]. Proceedings of 12th Congress of the GRCA, Paper 33
[32]李晓民,赵晶,宋学富等.耐碱玻璃纤维在道路混凝土中的应用研究[J].新型建筑材料,2004,(1)：8-11
[33]殷勇.玻璃纤维改善水泥土力学性能试验研究[D]：[硕士学位论文].南京：东南大学,2006
[34]张向东,姜云,郝凤山.玻璃纤维改善水泥粉煤灰稳定土性能的研究[J].岩土工程界,2002,4(11)：32-34
[35]丁一宁,杨楠.玻璃纤维与聚丙烯纤维混凝土性能的对比试验[J].水利水电科技发展,2007,27(1)：24-26
[36]邓宗才,薛会青,王力等.耐碱玻璃纤维混凝土的弯曲韧性[J].新型建筑材料,2009,5：23-24
[37]邓宗才,薛会青,张鹏飞等.耐碱玻璃纤维混凝土的抗弯冲击性能研究[J].公路,2007,12：184-187
[38]马贵杰,薛会青.耐碱玻璃纤维混凝土的单轴拉伸特性研究[J].吉林水利,2009,6：39-41
[39]傅智,李红,赵尚传等.耐碱玻璃纤维混凝土路面研究(一)——原材料、配合比优选与力学性能[J].公路交通科技(应用技术版),2006(6),5-8
[40]李红,傅智,邓宗才等.耐碱玻璃纤维混凝土路面研究(二)——耐碱玻璃纤维混凝土动载与干缩特性研究[J].公路交通科技(应用技术版),2006(6),9-11
[41]傅智,李红,赵尚传等.耐碱玻璃纤维混凝土路面研究(三)——耐碱玻璃纤维混凝土耐久性研究及其路面施工效果[J].公路交通科技(应用技术版),2006(6),12-14
[42]丁海波.高温作用后玻璃纤维混凝土强度研究[D]：[博士学位论文].天津：天津大学,2007
[43]王增忠,Bin Shi.玻璃纤维混凝土梁挠度和裂缝宽度计算方法研究[J].工业建筑,2002,32(11)：8-10
[44]郑俊杰,李志华,翟世鸿.玻璃纤维混凝土板的试验研究[J].华中科技大学学报 (城市科学版),2009,26(1)：19-21
[45]赵晶,鲁红筠.耐碱玻璃纤维在混凝土中的增强效应[J].低温建筑技术,2011,(9)：1-3
[46]Considere. M. Influence des armatures metallurgies sur les proprietes des mortiers et betons[J]. Compte Rendude l' academies Des Sciences,1898,127:992-995
[47]De.Joly. La resistance et l'elastic des ciments porland[J]. Annales Des Pont et Chausses[J], Memoires,1898,16(7):198-244
[48]Van Omum J.L. Fatigue of Cement Products [J]. Transactions, ASCE,1903,51: 443
[49]Gray. W, Mclaughlin J. F, Antrim J.C. Fatigue Propertities of Lightweight Aggregate Concrete [J]. ACI Journal,1961:149-161
[50]Murdock J.W. A Critical Review of Research on Fatigue of Plain Concrete [P]. Engineering Experiment Station Bulletin,475,1965:2
[51]Bennet E.W, Muir S.E.J. Some Fatigue Tests on High-strength Concrete in Axial Compression[J]. Magazine of Concrete Research,1967,19(59):13-117
[52]Aas-Jakobsen K. Fatigue of Concrete Beams and Columns[M]. Norwegian:Trondheim, 1970:9
[53]P.R.Sparks. The Influence of Rate of Loading and Material Variability on the Fatigue Characteristics of Concrete[R]. ACI Publication SP-75,1982:331-343
[54]Matsushita H, Tokumitsu Y. A Study on Compressive Fatigue Strength of Concrete Considered Survival Probability [J]. Proceeding of JSCE,1972,198(2):127-138
[55]Thomas.T.C.Hus. Fatigue of Plain Concrete [J]. ACI Journal,1981, (2):292-305
[56]C.P.Whaley and A.M.Neville. Non-elastic Deformation of Concrete under Cyclic Compression [J]. Magazine of Concrete Research,1973,25(84):145-154
[57]Jan Ove Holmen. Fatigue of Concrete by Constant and Variable Amplitude Loading[J]. Fatigue Strength of Concrete Structures, SP-75 ACI,1982:71-110
[58]McCall J. T. Probability of Fatigue of Plain Concrete [J]. ACI Journal, Proceedings, 1958,55(2):233-244
[59]Chimamphant S. Bond and Fatigue Characteristics of High-strength Cement-based Composites [D]. Ph. D. Dissertation, New Jersey Institute of Technology, Newark, New Jersey,1989
[60]王瑞敏,赵国藩,宋玉普.混凝土的受压疲劳性能研究[J].土木工程学报,1991,24(4)：38-47
[61]欧进萍,林燕清.混凝土疲劳损伤的强度和刚度衰减试验研究[J].哈尔滨建筑大学学报,1998,(4)：1-8
[62]李朝阳,宋玉普,赵国藩.混凝土疲劳残余应变性能研究[J].大连理工大学学报,2001,41(3)：355-358
[63]Linger D.A. and Gillespie H.A. A Study of the Mechanism of Concrete Fatigue and Fracture[J]. HRB Research News,1966,22
[64]Tepfers Ralejs. Tensile Fatigue Strength of Plain Concrete [J]. ACI Journal,1979
[65]A.J.Zielinski, H.W.Reinhard and H.A.Kormeling. Experiments on Concrete under Repeated uniaxial Impact Tensile Loading [J]. Material Construction and Material Structures,1981,14(8):163-169
[66]H.A.W. Cornelissen, H.W. Reinhardt. Fatigue of Plain Concrete in Uniaxial Tension and in Alternating Tension Compression Loading [J]. Fatigue of Steel and Concrete Structures, IABSE Colloguium,1982,273-282
[67]H.A.W.Cornelissen, H.W. Reinhardt. Uniaxial Tensile Fatigue Failure of Concrete under Constant-amplitude and Programmed Loading [J]. Magazine of Concrete Research,1984,36(129):216-226
[68]吕培印.混凝土单轴、双轴动态强度和变形试验研究[D]：[博士学位论文].大连：大连理工大学,2001
[69]赵东拂,混凝土多轴疲劳破坏准则研究[D]：[博士学位论文].大连：大连理工大学,2002
[70]杨健辉.侧压下混凝土静态受拉与受拉疲劳性能研究[D]：[博士学位论文].大连：大连理工大学,2003
[71]朱劲松.混凝土双轴疲劳试验与破坏预测理论研究[D]：[博士学位论文].大连：大连理工大学,2003
[72]曹伟.定侧压下混凝土三轴疲劳性能试验与理论研究[D]：[博士学位论文].大连：大连理工大学,2004
[73]Byung Hwan Oh. Cumulative Damage Theory of Concrete under Variable-amplitude Fatigue Loading[J]. ACI Materials Journal,1991,88(1),203-206
[74]Nordby.G.M. Fatigue of Concrete—A Review of Research[J]. ACI Journal,1958: 192-219
[75]Clemmer H.E. Fatigue of concrete Proceeding [J]. ASTM,1922,22:127-131
[76]William. H.A. Fatigue of Lightweight Aggregate Concrete Beams [J]. ACI Journal, 1943,139:441-445
[77]Tien.S.Changt, Clyde E Kesler. Fatigue Behavior of Reinforced Concrete Beams[J], Journal of the American Concrete Institute, August 1958,191-195
[78]Thomas E. Stelson, John N.Cernica. Fatigue propertities of Concrete Beams[J]. Journal of the American Concrete Institute, August 1958,211-216
[79]McCall J. T. Probability of Fatigue of Plain Concrete [J]. ACI Journal, Proceedings, 1958,55(2):233-244
[80]田芳.预应力混凝土板的弯曲疲劳性能及正截面承载力计算[D]：[硕士学位论文].昆明：昆明理工大学,2003
[81]石小平,姚祖康,李华等.水泥混凝土的弯曲疲劳特性[J].土木工程学报,1990,23(3)：11-22
[82]X. P. Shi, T. F. Fwa and S. A. Tan. Flexural Fatigue Strength of Plain Concrete[J]. ACI Journal,1993,90(5):435-440
[83]俞茂宏,赵均海.复杂应力下混凝土疲劳强度的试验研究[J].西南交通大学学报,1998,3,89-92
[84]赵渠林.复合材料[M].北京：国防工业出版社,1979
[85]G Batson. et al. Flexural Fatigue Strength of Steel Fiber Reinforced Concrete Beams[J]. ACI Journal,1972,69(11):673-677
[86]Ramarkrishnan V, Oberling G and Tatnall P. Flexural Fatigue Strength of Steel Fiber Reinforced Concrete[A]. Fiber Reinforced Concrete Properties and Applications[C]. SP-105, ACI, Detroit, Michigan,1987:225-245
[87]黄承奎,赵国藩,彭骏.二级配钢纤维混凝土疲劳特性的研究[A].全国第四届纤维水泥与纤维混凝土学术会议论文集[C],南京,1992：138-146
[88]华渊,张少波,姜稚清.混杂纤维混凝土弯曲疲劳性能的试验研究[J].混凝土与水泥制品,1997,4：40-43
[89]孙伟,高建明.路用钢纤维混凝土抗折疲劳特性研究[J].东南大学学报(自然科学版),1991,2：80-87
[90]陈拴发.聚丙烯纤维混凝土弯曲疲劳性能[J].西安公路交通大学学报,2001,2：18-20
[91]丁达伟.低温钢纤维混凝土梁抗折疲劳特性的试验研究[D]：[硕士学位论文].安徽：安徽理工大学,2006
[92]易成.局部高密度钢纤维混凝土疲劳、断裂性能及结构应用研究[D]：[博士学位论文].哈尔滨：哈尔滨建筑大学,2000
[93]易成,沈世钊,谢和平.局部高密度钢纤维混凝土弯曲疲劳性能的研究[J].土木工程学报,2001,34(6)：29-33,37
[94]易成,沈世钊.局部高密度钢纤维混凝土梁弯曲性能研究[J].工业建筑,1998,(8)：1-5
[95]易成,沈世钊.局部高密度钢纤维混凝土静态断裂性能研究[J].哈尔滨建筑大学学报,2001,34(2)：16-21
[96]邓宗才,彭书成.哑铃型钢纤维粉煤灰混凝土的弯曲疲劳特性[J].湘潭矿业学院学报,2003,18(4)：46-50
[97]马国强,岑国平,王硕太等.合成纤维混凝土路面切割小梁弯曲疲劳试验[J].公路,2007(7)：182-185
[98]孙凌寒,邵国建,黄俊.短碳纤维局部增强混凝土疲劳性能实验研究[J].实验力学,2009,24(5)：445-452
[99]Cheong and Hong Zeng. Stress-strain Relationship for Concrete Confined by Lateral Steel Reinforcement[J].ACI Materials Journal,2002,99(3):250-255
[100]A. Fatemi and L. Yang. Cumulative Fatigue Damage and Life Prediction Theories:a Survey of the State of the Art for Homogeneous Materials[J]. Int. J. Fatigue,1998, 20(1):9-34
[101]鞠杨,樊承谋.疲劳累积损伤理论研究[J].哈尔滨建筑工程学院学报,1994,27(5)：115-120
[102]高路彬,程庆国.一种新的各向同性损伤本构模型及其应用[J].中国铁道科学,1989,10(2)：1-11
[103]鞠扬,樊承谋.钢纤维混凝土的疲劳“锻炼效应”[J].土木工程学报,1995, 28(3)：66-71
[104]鞠扬,樊承谋.高—低两级变幅载荷下钢纤维混凝土轴向压缩疲劳效应[J].哈尔滨建筑大学学报,1995,28(3)：77-82
[105]李永强.混凝土弯曲疲劳累积损伤性能研究[J].中国铁道科学,1998,19(2)：52-59
[106]张立翔,赵造东,李庆斌.混凝土的P-D-ε曲线及其累积损伤特性分析[J].工程力学,2002,19(5)：87-91
[107]吕培印,宋玉普,李庆斌.混凝土轴拉疲劳试验及损伤模型[J].水利学报,2002,12：79-84
[108]李庆斌,吕培印,张立翔.混凝土受压疲劳特性及损伤本构模型[J].水利学报,2004,4：21-26
[109]华渊,张少波,姜稚清.C—P混杂纤维混凝土弯曲疲劳损伤模型及寿命预测[J].工程力学(增刊),1998,64-68
[110]张小辉,何天淳,宋万明.钢纤维混凝土的弯曲疲劳损伤研究[J].昆明理工大学学报,2000,5：52-55
[111]余自若,安明喆.活性粉末混凝土的疲劳损伤[J].华南理工大学学报,2009,37(3)：114-119
[112]余自若,安明喆,孙美丽.多级等幅疲劳加载下RPC的损伤累积及剩余寿命预测[J].北京工业大学学报,2010,36(7)：907-913
[113]陈瑜海.用Weibull理论研究脆性材料的损伤概率[J].水利学报,1996,188(6)：45-50
[114]Yang D. Distribution Function for the Fatigue Life of Concrete[J]. Magazine of Concrete Research,1994,168(46):215-221
[115]Mazars J. Berthaud Y. and Ramtani S. Unilateral Behaviour of Damaged Concrete[J]. Engineering Fracture Mechanics,1990,35(4-5):629-635
[116]Hongwei Shen, Jizhong Lin, Ensheng Mu. Probabilistic Model onStochastic Fatigue Damage[J]. International Journal of Fatigue,2000,22,569-572
[117]邹嵘,倪侃,张圣坤.用模糊Bayes方法确定疲劳寿命分布[J].中国海洋平台,2001,16(1)：4-9
[118]Pock L. P. On fatigue crack paths[J]. International Journal of Fatigue,1995,17(1): 5-13
[119]谢和平,黄约军,E. Stein.分形裂纹扩展对材料疲劳行为的影响[J].机械强度,1996,18(1)：1-5
[120]董聪,何庆芝.微裂纹演化过程中分叉与混沌现象的描述及若干问题探讨[J].力学进展,1994,1(24)：106-115
[121]易成,沈士钊.分形理论在工程材料疲劳、断裂性能研究中的应用[J].哈尔滨建筑大学学报,1999,32(5)：11-15
[122]易成,谢和平.高密度钢纤维混凝土疲劳裂纹扩展的分形描述[J].力学与实践,2001,23：26-28
[123]Jaeyoun Kang, and Jiho Song. Neural Network Applications in Determining the Fatigue Crack Opening Load[J]. International Journal of Fatigue,1998,20(1):57-69
[124]吕培印,宋玉普.基于人工神经网络的混凝土疲劳寿命估算[J].海洋工程,2001,19(3)：72-76
[125]Rafeeq A. S., Ashok G., and Krishnamoorthy S. Influence of Steel Fibers in Fatigue Resistance of Concrete in Direction Compression[J]. Journal of Materials in Civil Engineering,2000,12(2):172-179
[126]邓聚龙.灰理论基础[M].湖北：华中科技大学出版社,2002
[127]彭伟,王春华.钢筋混凝土梁剩余抗弯强度的灰色预测[J].低温建筑技术,1998,74(4)：16-17
[128]魏迎奇,孙玉莲.大坝沉降变形的灰色预测分析研究[J].中国水利水电科学研究院学报,2010,1：25-29
[129]朱劲松,宋玉普.灰色理论在混凝土疲劳强度预测中的应用[J].混凝土,2002,6：10-12
[130]邓宗才.耐碱玻璃纤维及其混杂纤维混凝土的弯曲疲劳特性[J].建筑科学与工程学报,2008,25(2)：64-67
[131]Sun Wei, Yan Yun. Study of the Fatigue Performance and Damage Mechanism of Steel Fibre Reinforced Concrete[J]. ACI Materials Journal,1996,93(3):206-211
[132]孙伟,高建明.路用钢纤维混凝土抗折疲劳特性研究[J].东南大学学报,1993,21(2)：80-87
[133]孙伟.钢纤维高强混凝土疲劳特性和损伤机理的研究[J].上海建材学院学报, 1993,(4)：57-62
[134]高镇同.疲劳应用统计学[M].北京：国防工业出版社,1986
[135]JGT 3064-1999.钢纤维混凝土[S].北京：中国建筑工业出版社,1999
[136]余自若.活性粉末混凝土疲劳性能及其构件疲劳验算方法研究[D]：[博士学位论文].北京：北京交通大学,2006
[137]易成,谢和平,孙华飞.钢纤维混凝土疲劳断裂性能与工程应用[M].北京：科学出版社,2003
[138]宋玉普,赵东拂.混凝土强度与疲劳寿命试验样本容量分析[J].大连理工大学学报.2002,42(4)：464-466
[139]JGJ 52-2006.普通混凝土用砂、石质量及检验方法标准[S].北京：中国建筑工业出版社,2007
[140]CECS 13:89.钢纤维混凝土试验方法[S].北京：中国建筑工业出版社,1991
[141]小林一辅(日),邹崇富译.纤维增补混凝土[M].北京：中国铁道出版社,1985
[142]崔卫民,诸强,杨智春.疲劳寿命服从威布尔分布时保证综合存活率的一种方法[J].机械强度,2001,23(3)：290-292
[143]吴智敏,赵国藩,黄承奎.混凝土疲劳断裂特性[J].土木工程学报,1995,28(3)：59-65
[144]郑顺潮,黄培彦,郭馨艳.钢纤维聚合物高强混凝土疲劳性能的实验研究[J].实验力学,2011,26(1)：1-6
[145]余自若,安明喆,阎贵平.活性粉末混凝土的疲劳强度研究[J].混凝土,2008,25(7)：3-6
[146]Mogsen A I, Shafig P E. Fatigue Characteristics of Aligned Fiber Reinforced Mortar[J]. J Engre Mech,1999, (125):156-164
[147]赵冰锋,吴素君.三参数威布尔分布参数估计法[J].金属热处理,2007,32：443-446
[148]王瑞敏,宋玉普,赵国藩.混凝土疲劳破坏的概率分析[J].大连理工大学学报.1991,3：331-336
[149]Gumble EJ. Parameters in the Distribution of Fatigue Life[J]. Eng Mech, ASCE 1963,10
[150]高镇同,熊峻江.疲劳可靠性[M].北京：北京航空航天大学出版社,2000
[151]B.H.Oh. Fatigue-Life Distribution of Concrete for Various Stress Levels[J]. ACI Materials Journal,1991,16(4):75-79
[152]石小平,姚祖康.水泥混凝土的弯曲疲劳性能[J].土木工程学报,1990,23(3)：11-22
[153]张立翔,王时越,赵造东.混凝土疲劳损伤强度可靠度置信限分析[J].工程力学,2004,21(4)：139-143
[154]史景钊,杨星钊,陈新昌.三参数威布尔参数估计方法的比较研究[J].河南农业大学学报,2009,43(4)：405-409
[155]王凤武,徐人平,张立翔等.混凝土抗压疲劳寿命概率分布及其置信度计算[J].同济大学学报,2003,31(10)：1146-1150
[156]杨建喜.关于桥梁可靠度评估中动态数据分布拟合检验的研究与实现[J].西南民族大学学报,2006,32(3)：605-608
[157]庄楚强,吴亚森.应用数理统计基础[M].广州：华南理工大学出版社,2002
[158]曾春华,邹十践.疲劳分析方法及应用[M].北京：国防工业出版社,1994
[159]王中光等译,材料的疲劳[M].北京：国防工业出版社,1995
[160]王时越,张立翔,徐人平等.混凝土疲劳刚度衰减规律试验研究[J].力学与实践,2003,25(5)
[161]ShiXP, FwaTF, TanSA. Flexural Fatigue Strength of Plain Concrete[J]. ACI Mater, 1993,2
[162]鞠杨.钢纤维(增强)混凝土疲劳损伤行为及其累积损伤理论和疲劳寿命估算方法研究[D]：[博士学位论文].哈尔滨：哈尔滨建筑大学,1995
[163]GB50010-2002.混凝土结构设计规范[S].北京：中国建筑工业出版社,2002
[164]GB50216-94.铁路工程结构可靠度设计统一标准[S].北京：中国计划出版社,1994
[165]张小辉.钢纤维混凝土弯曲疲劳及其损伤特性和细观强度研究[D].昆明：昆明理工大学硕士学位论文,2001
[166]傅祥炯.结构疲劳与断裂[M].西安：西北工业大学出版社,1995
[167]周新刚,吴江龙.高温后混凝土轴压疲劳性能初探[J].工业建筑,1996,26(5)：33-56
[168]ComelissenH.A.W. Fatigue Failure of Concrete in Tension[J]. HERON,1984,29(4)
[169]Shah S. P. Fatigue of Concrete Structures [R]. Publication SP-75, ACL Detroit,1983
[170]Melvin R. Ramey, Ratrick J. McCabe. Compression Fatigue of Fibre Reinforced Concrete[A]. Proceedings of the ASCE, EM, Division,1974,100(2):139-149
[171]Paulo B. Cachim, Joaquim A. Figueiras, Paulo A.A, Pereira. Fatigue Behavior of Fiber-reinforced Concrete in Compression[J]. Cement and Concrete Composites. 2002,24:211-217
[172]M.K Lee, B.L.G.Barr. An Overview of the Fatigue Behavior of Plain and Fibre Reinforced Concrete [J]. Cement and Concrete Composites,2004(26):299-305
[173]Jan Ore Holmen. Fatigue of Concrete by Constant and Variable Amplitude Loading[R]. Fatigue of Concrete Structures. ACI Publication SP-75, Detroit,1982
[174]赵造东.水工混凝土受压疲劳性能及累积损伤研究[D]：[博士学位论文].昆明：昆明理工大学,2011
[175]王惠.混凝土、纤维混凝土裂纹扩展分析[J].工业建筑,1997(1)：29-33
[176]混凝土结构疲劳专题组.混凝土受弯构件疲劳可靠性验算方法的研究[R].混凝土结构研究报告选集(No.3).北京：中国建筑工业出版社,1994：538-591
[177]汪宏涛,曹巨辉,薛明等.玻璃纤维对GRC复合材料耐久性的影响[J].后勤工程学院学报,2009,25(2)：1-4
[178]J. Mazats. A Discription of Micro-and Macroscale Damage of Concrete Structures[J]. Engin. Fracture Mech.1982,25(516):729-737
[179]蔡四维,蔡敏.混凝土的损伤断裂[M].北京：人民交通出版社,1999
[180]封伯昊,张立翔,李桂青.混凝土损伤研究综述[J].昆明理工大学学报,2001,26(3)：21-30
[181]E. Papa. A Damage Model for Concrete Subjected to Fatigue Loading[J]. European Journal of Mechanics, A/Solds,1993,12(3):429-440
[182]Holmen J V. Fatigue of Concrete by Constant and Variable Amplitude loading[M]. Fatigue of Concrete Structures,1982
[183]宋玉普,赵顺波,王瑞敏等.钢筋混凝土疲劳性能的非线性有限元法分析[J].海洋学报,1993,15(3)：116-125
[184]李朝阳.钢筋混凝土结构的疲劳性能研究[D]：[博士学位论文].大连：大连理工大学,2000
[185]Alliche A, Francois D. Damage of Concrete in Fatigue[J]. Journal of Engineering Mechanics,1992,118(11):2176-2190
[186]王军.损伤力学的理论与应用[M].北京：科学出版社,1997
[187]杨光松.损伤力学与复合材料损伤[M].北京：国防工业出版社,1995
[188]王文安.损伤力学[M].武汉：武汉水利电力大学研究生教材.1992
[189]余天庆.钱济成.损伤理论及其应用[M].北京：国防工业出版社,1993,10
[190]张安哥,朱成九,陈梦成等.疲劳、断裂与损伤[M].成都：西南交通大学出版社,2006.
[191]宋玉普,吕培印.混凝土轴心拉—压疲劳性能研究[J].建筑结构学报,2002,23(4)：36-41
[192]董聪.疲劳寿命分布模型的统一描述[J].强度与环境,1996,3：1-3
[193]J.T.McCall. Probability of Fatigue Failure of Plain Concrete[J]. Journal of American Concrete Institution,1958,30(2):233-244
[194]伍石生,武建民.水泥混凝土疲劳试验数据中含非破坏数据的处理方法[J].重庆交通学院学报,2002,21(1)：34-36
[195]李靖华,李果,刘刚.混凝土疲劳寿命规律预测新方法[J].大连理工大学学报,1997,37(1增刊)：115-121
[196]杜云,张春明,尾崎切.混凝土疲劳试验的AE特性研究[J].辽宁工程技术大学学报,2001,20(1)：46-49
[197]谢和平.岩石、混凝土损伤力学[M].江苏：中国矿业大学出版社,1990
[198]李兆霞.损伤力学及其应用[M].北京：科学出版社,2002
[199]余寿文,冯西桥.损伤力学[M].北京：清华大学出版社,1997
[200]曾攀.材料的概率疲劳损伤特性及现代结构分析原理[M].北京：科学技术文献出版社,1993
[201]Jean Lemaitre著,倪金刚,陶春虎译.损伤力学教程[M].北京：科学出版社,1996
[202]楼志文.损伤力学基础[M].西安：西安交通大学出版社,1991
[203]鞠扬,樊承谋,潘景龙.钢纤维混凝土疲劳损伤行为研究[J].工业建筑,1997,3：17-22
[204]J Wang. Low Cycle Fatigue and Cycle Dependent Creep with Continuum Mechanics[J]. Int.J Damage mech,1992,1(2):237-244
[205]铁道部科学研究院混凝土疲劳专题组.混凝土在等幅和变幅重复应力下疲劳性能的研究[R].铁道部科学研究院,1990,10
[206]李永强,车惠民.混凝土弯曲疲劳累积损伤性能研究[J].中国铁道科学,1998,19(2)：52-59
[207]吴弋慧.混凝土材料的累积损伤破坏准则[J].中国铁道科学,1994,15(3)：101-108
[208]Hilsdorf H. K. and Kesler C. E. Fatigue Strength of Concrete under Varying Flexural Stress[J]. ACI Journal,1966,63(10):1059-1076
[209]张滨生,吴科如.水泥混凝土疲劳破坏的损伤力学分析[J].同济大学学报,1989,17(1)：59-69
[210]余天庆,宁国钧.损伤理论及其在混凝土结构中的应用[J].桥梁建设,1986(2)：10-11
[211]Miner M. A.. Cumulative Damage in Fatigue[J]. Journal of the Applied Mechanics, 1945,67(12):159-164
[212]Jinawath.P. Cumulative Fatigue Damage of Plain Concrete in Compressionp[D]: Ph.D. Thesis. Univemity of Leeds,1974
[213]Leeuwen J.V. and Siemes J.M. Miner's Rule with Respect to Plain Concrete[J]. Heron,1979,24(1):34-52
[214]李朝阳,宋玉普.混凝土疲劳损伤累积Miner准则适用性研究[J].中国海洋平台,2001,16(3)：1-4
[215]Holmen J.O. Fatigue of Concrete of Constant and Variable Amplitude Loading[J]. Fatigue of Concrete Structures, SP-75, ACI, Detroit,1982, pp.71-110
[216]Murtaza G. Akid R. Modeling Short Fatigue Crack Growth in Heated-treated Low-alloy Steel [J]. International of Fatigue.1995,17(3):207-214
[217]赵少汴.常用累积损伤理论疲劳寿命估算精度的试验研究[J].机械强度,2000,22(3)：206-209
[218]Corten H.T. and Dolant L. Cumulative Fatigue Damage[J]. Proceed, of the Inter. Confer On Fatigue of Materials, IME and ASME,1956
[219]Oh B H. Cumulative Damage Theory of Concrete under Variable-Amplitude FatigueLoadings[J]. ACI Materials Journal, January-February,1991
[220]董毓利,谢和平,赵鹏.受压混凝土理想弹塑性损伤本构模型[J].力学与实践,1996,18(6)：14-16
[221]林燕清,欧进萍.混凝土多级等幅疲劳的变形发展规律试验研究[J].哈尔滨建筑大学学报,1999,32(1)：11-17
[222]谢和平,鞠杨,黎立云.基于能量耗散与释放原理的岩石强度与整体破坏准则[J].岩石力学与工程学报,2005,24(17)：3003-3010
[223]Solecki R, Conant R J. Advanced Mechanics of Materials[M]. London:Oxford University Press, 2003
[224]慈国庆.纤维增强复合材料层板的疲劳损伤研究[D]：[硕士学位论文].济南：山东工业大学,1995
[225]J.勒迈特著.倪金刚,陶春虎译.损伤力学[M].北京：科学出版社,1996
[226]沈为,彭立华.疲劳损伤演变方程与寿命估算—连续损伤力学的应用[J].1994,16(2)：52-57
[227]孟宪宏.混凝土疲劳剩余强度试验及理论研究[D]：[博士学位论文].大连：大连理工大学,2006
[228]唐丽芳,贾冬青,盂庆鹏.用MATLAB实现灰色预测GM(1,1)模型[J].沧州师范专科学校学报,208,24(2)：35-37
[229]刘思峰.灰色系统理论及其应用[M].北京：科学出版社,1999
[231]张启明.灰色马尔可夫预测模型及其在地震预报中的应用[J].地震学报,1994,17(1)：25-29
[232]刘志斌等.灰色马尔可夫链在深基坑沉降预测中的应用[J].煤田地质与勘探,2002,30(6)：35-37
[233]赵永利,孙伟.混凝土材料疲劳损伤方程的建立[J].重庆交通学院学报,1999,8(1)：17-22
[234]吕文阁,谢里阳,徐灏.一个非线性强度退化模型[J].机械强度,1997,19(2)：55-59
[235]D Revuelta, J Cuartero, A Miravete, etal. A New Approach to Fatigue Analysis in Composites Based on Residual Strength Degradation[J]. Composite Structures, 2000,48：183-186
[236]CECS 38:92.钢纤维混凝土结构设计与施工规程[S].北京：中国计划出版社,1992
[237]CECS 38:2004.纤维混凝土结构技术规程[S].北京：中国计划出版社,2004
[238]CECS 146:2003.碳纤维片材加固混凝土结构技术规程[S].北京：中国计划出版社,2003
[239]王瑞敏.混凝土的疲劳性能研究[D]：[博士学位论文].大连：大连理工大学,1989
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |