矩形钢管混凝土构件复合受力时力学性能与设计方法研究
|
摘要
矩形截面是钢管混凝土的一种常见截面形式。以往学者对钢管混凝土力学性能研究主要集中于圆形截面和方形截面形式上,对矩形截面钢管混凝土构件力学性能研究相对较少。本文对矩形截面钢管混凝土构件在,双向压弯、纯扭、纯剪、压扭、弯扭、压弯扭、压弯剪受力下力学性能和实用计算方法进行了分析。
具体进行了以下几个方面的工作:
(1)建立了钢管混凝土实验构件双向压弯理论模型并进行模拟,模拟结果与实验吻合良好。对矩形截面钢管混凝土构件进行了参数分析,得到了各主要参数对矩形钢管混凝土构件双向压弯力学性能的影响规律。
(2)采用有限元软件ABAQUS对实验后的钢管混凝土纯扭、纯剪构件进行了理论模拟,模拟结果与实验吻合良好。有限元分析了矩形钢管混凝土纯扭、纯剪构件在不同参数下极限承载力的变化规律,得到了在本文参数变化范围内的矩形钢管混凝土构件纯扭、纯剪极限承载力计算方法。
(3)有限元模拟了钢管混凝土构件压扭、弯扭实验,模拟结果与实验结果吻合良好。分析了各主要参数对矩形钢管混凝土构件压扭、弯扭极限承载力的影响规律,结合本文得到的矩形钢管混凝土构件纯扭、纯剪极限承载力计算公式,得到了本文参数分析范围内的矩形钢管混凝土构件压扭、弯扭承载力计算方法。
(4)对钢管混凝土构件压弯扭、压弯剪实验进行了理论模拟,模拟结果与实验结果吻合良好。分析了各主要参数对矩形钢管混凝土构件压弯扭、压弯剪极限承载力的影响规律,结合本文所分析的矩形钢管混凝土双向压弯力学性能、得到的压扭及弯扭极限承载力计算方法,探讨了矩形钢管混凝土构件压弯扭、压弯剪极限承载力计算方法。
The concrete-filled rectangular steel tubular member is one of the section type of concrete-filled steel tubular(CFST) structures. The concrete-filled circular and square steel tubular members were researched much more than the rectangular CFST members. This paper study the performance and design approachof the concrete-filled rectangular steel tubular members under the bi-direction eccentric compression, torsion, shear, combined compression and torsion, combined bending and torsion, combined compression, bending and torsion, and combined compression, bending and shear.
The main work can be summarized as follows:
(1) A finite element model on concrete-filled rectangular steel tube was developed. The theoretical results are in good agreement with the experimental results. Parametric analysis are performed on concrete-filled rectangular steel tube under the bi-eccentric loading.
(2) The concrete-filled rectangular steel tubular members were simulated under pure torsion and pure shear loading based on the FE model using ABAQUS. The theoretical results are matched well with experimental results. A practical design approach of ultimate strength for concrete-filled rectangular steel tubular members were given under pure torsion and pure shear loading based on a large scale parameter study.
(3) The concrete-filled rectangular steel tubular members performance were simulated under combined compression and torsion and combined bending and torsion based on the FE model. The FEM results are matched well with the experimental results. Parametric Analysis on concrete-filled rectangular steel tubular members were performed under the combined compression and torsion and combined bending and torsion, respectively. A design interactive equation for concrete-filled rectangular steel tubular members under combined compression and torsion and combined bending and torsion were proposed, respectively.
(4) The concrete-filled rectangular steel tubular members performance were simulated under combined compression, bending and torsion and combined compression, bending and shearing based on the FE model. Some experimantal reselts were verified the FEM results, and they are matched well each other. Parametric Analysis on concrete-filled rectangular steel tubular members were performed under the combined loading. The simple interactive equation for concrete-filled rectangular steel tubular members under combined compression, bending and torsion and combined compression, bending and shearing were proposed, respectively.
具体进行了以下几个方面的工作:
(1)建立了钢管混凝土实验构件双向压弯理论模型并进行模拟,模拟结果与实验吻合良好。对矩形截面钢管混凝土构件进行了参数分析,得到了各主要参数对矩形钢管混凝土构件双向压弯力学性能的影响规律。
(2)采用有限元软件ABAQUS对实验后的钢管混凝土纯扭、纯剪构件进行了理论模拟,模拟结果与实验吻合良好。有限元分析了矩形钢管混凝土纯扭、纯剪构件在不同参数下极限承载力的变化规律,得到了在本文参数变化范围内的矩形钢管混凝土构件纯扭、纯剪极限承载力计算方法。
(3)有限元模拟了钢管混凝土构件压扭、弯扭实验,模拟结果与实验结果吻合良好。分析了各主要参数对矩形钢管混凝土构件压扭、弯扭极限承载力的影响规律,结合本文得到的矩形钢管混凝土构件纯扭、纯剪极限承载力计算公式,得到了本文参数分析范围内的矩形钢管混凝土构件压扭、弯扭承载力计算方法。
(4)对钢管混凝土构件压弯扭、压弯剪实验进行了理论模拟,模拟结果与实验结果吻合良好。分析了各主要参数对矩形钢管混凝土构件压弯扭、压弯剪极限承载力的影响规律,结合本文所分析的矩形钢管混凝土双向压弯力学性能、得到的压扭及弯扭极限承载力计算方法,探讨了矩形钢管混凝土构件压弯扭、压弯剪极限承载力计算方法。
The concrete-filled rectangular steel tubular member is one of the section type of concrete-filled steel tubular(CFST) structures. The concrete-filled circular and square steel tubular members were researched much more than the rectangular CFST members. This paper study the performance and design approachof the concrete-filled rectangular steel tubular members under the bi-direction eccentric compression, torsion, shear, combined compression and torsion, combined bending and torsion, combined compression, bending and torsion, and combined compression, bending and shear.
The main work can be summarized as follows:
(1) A finite element model on concrete-filled rectangular steel tube was developed. The theoretical results are in good agreement with the experimental results. Parametric analysis are performed on concrete-filled rectangular steel tube under the bi-eccentric loading.
(2) The concrete-filled rectangular steel tubular members were simulated under pure torsion and pure shear loading based on the FE model using ABAQUS. The theoretical results are matched well with experimental results. A practical design approach of ultimate strength for concrete-filled rectangular steel tubular members were given under pure torsion and pure shear loading based on a large scale parameter study.
(3) The concrete-filled rectangular steel tubular members performance were simulated under combined compression and torsion and combined bending and torsion based on the FE model. The FEM results are matched well with the experimental results. Parametric Analysis on concrete-filled rectangular steel tubular members were performed under the combined compression and torsion and combined bending and torsion, respectively. A design interactive equation for concrete-filled rectangular steel tubular members under combined compression and torsion and combined bending and torsion were proposed, respectively.
(4) The concrete-filled rectangular steel tubular members performance were simulated under combined compression, bending and torsion and combined compression, bending and shearing based on the FE model. Some experimantal reselts were verified the FEM results, and they are matched well each other. Parametric Analysis on concrete-filled rectangular steel tubular members were performed under the combined loading. The simple interactive equation for concrete-filled rectangular steel tubular members under combined compression, bending and torsion and combined compression, bending and shearing were proposed, respectively.
引文
[1]韩林海.钢管混凝土结构—理论与实践(第二版).北京:科学出版社,2007.
[2]钟善桐.钢管混凝土结构.哈尔滨:黑龙江科学技术出版社,1994.
[3]张素梅,郭兰慧.方钢管高强混凝上偏压构件的试验研究与理论分析.建筑结构学报,2004,25(1):17-24.
[4]Webb J.and Peyton J.J..Composite concrete filled steel tube columns.Proceedings of the Structural Engineering Conference.The Institute of Engineering Australia.1990.181-185.
[5]Eurocode 4(EC4).Design of composite steel and concrete structures-Partl-1:General rules and rules for buildings.EN 1994-1-1:2004,Brussels,CEN,2004.
[6]British Standard.BS5400 Steel,concrete and composite bridges,Part5,Code of practice for the design of composite bridges.British Standard Institution.2005.
[7]ACI 318-05.Building code requirements for structural concrete and commentary.American Concrete Institute,Detroit,U.S.A.,2005.
[8]ANSI/AISC360-05.Specifcation for structural steel buildings.American Institute of Steel Construction(AISC),An American National Standar,Chicago,U.S.A..2005.
[9]AIJ.Recommendations for design and construction of concrete filled steel tubular structures.Architectural Institute of Japan(AIJ),Tokyo,Japan,1997.
[10]中华人民共和国国家建筑材料工业局标准JCJ01-89.钢管混凝土结构设计与施工规程.上海:同济大学出版社,1989.
[11]中国工程建设标准化协会标准CECS28:90.钢管混凝土结构设计与施工规程.北京:中国计划出版社,1992.
[12]中华人民共和国电力行业标准DL/T5085-1999.钢-混凝土组合结构设计规程.北京:中国电力出版社,1999.
[13]中华人民共和国国家军用标准GJB4142-2000.战时军港抢修早强型组合结构技术规程.北京:中国人民解放军总后勤部,2001.
[14]中国工程建设标准化协会标准CECS159:2004.矩形钢管混凝土结构技术规程.北京:中国计划出版社,2004.
[15]福建省工程建设地方标准DBJ13-51-2003.钢管混凝土结构技术规程.福州,2003.
[16]福建省工程建设标准DBJ13-61-2004.钢-混凝土混合结构技术规程.福州,2004.
[17]天津市工程建设标准DB29-57-2003.天津市钢结构住宅设计规程.天津,2003.
[18]上海市工程建设舰范DG/TJ08-015-2004.高层建筑钢.混凝土混合结构设计规程.上海,2004.
[19]Young B.,Ellobody E..Experimental investigation of concrete-filled cold-formed high strength stainless steel tube columns.Journal of Constructional Steel Research,2006,62:484-492.
[20]丁发兴,余志武.圆钢管套箍混凝上轴压短柱受力机理分析.中国铁道科学,2006a,6:32-36.
[21]丁发兴,余志武.圆钢管混凝土轴压短柱受力机理影响因素分析.铁道科学与工程学报,2006b,3(1):6-11.
[22]Ellobody E.,Young B.,Dennis Lam.Behavior of normal and high strength concrete-filled compact steel tube circular stub columns.Journal of Constructional Steel Research,2006,62(7):706-715.
[23]Ellobody E,Young B.Design and behaviour of concrete-filled cold-formed stainless steel tube columns.Engineering Structures,2006,28(5):716-728.
[24]Gupta P.K.,Sarda S.M.,Kumar M.S..Experimental and computational study of concrete filled steel tubular columns under axial loads.Journal of Constructional Steel Research,2006,63(2):182-193.
[25]Guo L.H.,Zhang S.M.,Kim W.J.等.Behavior of square hollow steel tube and steel tubes filled with concrete.Thin-Walled Structures,2007,45(12):961-973.
[26]余志武,贺飒飒.钢管混凝土短柱极限承载力可靠度分析.工程力学,2006,(11):139-144.
[27]钟善桐,徐国林.空心钢管混凝土轴心受压构件的工作性能和承载力.建筑钢结构进展,2006,8(4):1-11.
[28]Tao Z.,Han L.H.,Wang D.Y..Experimental behaviour of concrete-filled stiffened thin-walled steel tubular columns.Thin-Walled Structures,2007,45(9):517-527.
[29]Yu Z.W.,Ding F.X.,Cai C.S..Experimental behavior of circular concrete-filled steel tube stub columns.Journal of Constructional Steel Research.2007.63(2):165-174.
[30]郭兰慧,张素悔.截面长宽比对矩形钢管高强混凝土力学性能的影响.哈 尔滨工业大学学报,2007,39(4):531-535.
[31]尧国皇,孙素文,李秀明.轴心受压型钢-钢管混凝土柱力学性能研究.建筑钢结构进展,2007,6(9),26-32.
[32]黄福云,陈宝春.初应力对钢管混凝土轴压构件受力性能影响.福州大学学报,2008,36(2):272-277.
[33]Liu D..Behavior of eccentrically loaded high-strength rectangular concrete-filled steel tubular columns.Journal of Constructional Steel Research,2006,62(8):839-846.
[34]Xiong D.X.,Zha X.X..A numerical investigation on the behavior of concrete-filled steel tubular columns under initial stresses.Journal of Constructional Steel Research.2006,63(5):599-611.
[35]Lu F.W.,Li S.P.,Sun G.J..A study on the behavior of eccentrically compressed square concrete-filled steel tube columns.Journal of Constructional Steel Research,2007,63(7):941-948.
[36]刘界鹏,张素梅,郭兰慧.考虑扭转的矩形钢管混凝土双向偏压构件静力性能.哈尔滨工业大学学报,2006,(5):712-714.
[37]阳华,张素梅,郭兰慧.矩形钢管高强混凝土双向压弯构件截面强度.哈尔滨工业大学学报,2007,10(39):1520-1528.
[38]余志武,丁发兴.圆钢管混凝土偏压柱的力学性能.中国公路学报,2008,21(1):41-45.
[39]Han L.H.,Lu H.,Yao G.H.,Liao F.Y..Further study on the flexural behavior of concrete-filled steel tubes.Journal of Constructional Steel Research,2006,62(6):554-565.
[40]Han L.H.,Yao G.H.,Tao Z..Performance of concrete-filled thin-walled steel tubes under pure torsion.Thin-Walled Structures,2007,45(1):34-36.
[41]于清,陶忠,陈志波,吴颖星.钢管约束混凝土纯弯构件抗弯力学性能研究.工程力学,2008,25(3):187-193.
[42]韩林海.钢管混凝土压扭构件工作机理研究.哈尔滨建筑大学学报,1994,(4):35-40.
[43]韩林海,钟善桐.钢管混凝土压扭、弯扭构件承载力相关方程.哈尔滨建筑大学学报,1994,(2):32-37.
[44]韩林海,钟善桐.钢管混凝土弯扭构件的理论分析和试验研究.工业建筑,1994a,(2):3-8.
[45]韩林海,钟善桐.钢管混凝土压弯扭构件工作机理及性能研究.建筑结构学 报,1995a,(4):32-39.
[46]Han L.H.,Yao G.H.Tao Z..Behaviors of concrete-filled steel tubular members subjected to combined loading.Thin-Walled Structures,2007,45(6):600-619.
[47]袁伟斌,金伟良.离心钢管混凝土扭转构件工作机理及性能研究.浙江工业大学学报,2007,(1):91-95.
[48]尧国皇,黄用军,宋定东,孙素文.钢管混凝土偏压扭短柱承载力简化计算方法研究.广东土木与建筑,2007,10:23-25.
[49]查晓雄,钟善桐.钢管初应力对钢管混凝土压弯、压弯扭构件工作性能的影响.哈尔滨建筑大学学报,1997,(2):45-53.
[50]Hibbitt,Karlson,Sorensen lnc.ABAQUS/standard user's manual,Version 6.5.Providence(RI),2005.
[51]刘威.钢管混凝土局部受压时的工作机理研究.福州:福州大学博士学位论文,2005.
[52]Hillerborg A,Modeer M,Petersson P E.Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements.Cement and Cement and Concrete Research,1976,6(6),773-782.
[53]沈聚敏,王传志,江见鲸.钢筋混凝土有限元与板壳极限分忻.北京:清华大学出版社,1993.
[54]Nishiyama I,Morino S,Sakino K,et al.Summary of Research on Concrete-Filled Structural Steel Tube Column System Carried out under the US-Japan Cooperative Research Program on Composite and Hybrid Structures.BRl Research Paper No.147,Building Research Institute,Japan,2002.
[55]陈刚花,李斌.方钢管混凝土偏压短柱试验研究.西安建筑科技大学学报,2006,38(6):873-876.
[56]尧国皇.钢管混凝土构件在复杂受力状态下的工作机理研究.福州:福州大学博士学位论文,2006.
[57]Beck J,Kiyoiniya O.Fundemental pure torsiohal properties of concrete filled circular steel tubes.J.Materials,Cone.Struct.Pavements,JSCE,2003,No.739/V-60.285-296.
[58]Kitada T,Nakai H.Experimental study on ultimate strength of concrete-filled square steel short members subjected to compression or torsion.Proceedings of the Inter.Confer.on Steel-Concrete Composite Structures.Fukuoka.Japan.1991.Sep.137-142.
[59]陈逸玮.钢管混凝土柱形状因素与扭转韧性行为研究.台湾:中央大学硕 士学位论文,2003.
[60]徐春丽.钢管混凝土柱抗剪承载力试验研究.济南:山东科技大学硕士学位论文,2004.
[61]徐积善,安宫.钢管混凝土短柱在压扭复合受力下的实验研究.哈尔滨建筑工程学院学报,1991,24(增刊):34-41.
[62]宫安.钢管混凝土短柱在压扭复合受力下的研究.北京:北京建筑工程学院硕士学位论文,1989.
[63]周竞.钢管混凝土中长柱在压扭复合受力下的实验研究.北京:北京建筑工程学院硕士学位论文,1990.
[64]韩林海,钟善桐.钢管混凝士弯扭构件的理论分析和试验研究.工业建筑,1994a,24(2):32-39.
[65]韩林海,钟善桐.钢管混凝土压弯扭构件工作机理及性能研究.建筑结构学报,1995b,6(4):32-39.
[66]韩林海,钟善桐.钢管混凝土压弯扭(剪)承载力相关关系及钢管混凝土统一设计理论构想.工业建筑,1995c,25(1):14-21.
[67]韩林海,钟善桐.钢管混凝土力学.大连:大连理工大学出版社,1996.
[68]Ichinohe Y,Matsutani T,Nakajima M.Elasto-plastic behavior of concre of concrete filled steel circular coumns.Proceedings of the Third International Conference on Steel-Concrete Composite Structures(1),ASCCS,Fukuoka,Japan.1991.131-136.
[2]钟善桐.钢管混凝土结构.哈尔滨:黑龙江科学技术出版社,1994.
[3]张素梅,郭兰慧.方钢管高强混凝上偏压构件的试验研究与理论分析.建筑结构学报,2004,25(1):17-24.
[4]Webb J.and Peyton J.J..Composite concrete filled steel tube columns.Proceedings of the Structural Engineering Conference.The Institute of Engineering Australia.1990.181-185.
[5]Eurocode 4(EC4).Design of composite steel and concrete structures-Partl-1:General rules and rules for buildings.EN 1994-1-1:2004,Brussels,CEN,2004.
[6]British Standard.BS5400 Steel,concrete and composite bridges,Part5,Code of practice for the design of composite bridges.British Standard Institution.2005.
[7]ACI 318-05.Building code requirements for structural concrete and commentary.American Concrete Institute,Detroit,U.S.A.,2005.
[8]ANSI/AISC360-05.Specifcation for structural steel buildings.American Institute of Steel Construction(AISC),An American National Standar,Chicago,U.S.A..2005.
[9]AIJ.Recommendations for design and construction of concrete filled steel tubular structures.Architectural Institute of Japan(AIJ),Tokyo,Japan,1997.
[10]中华人民共和国国家建筑材料工业局标准JCJ01-89.钢管混凝土结构设计与施工规程.上海:同济大学出版社,1989.
[11]中国工程建设标准化协会标准CECS28:90.钢管混凝土结构设计与施工规程.北京:中国计划出版社,1992.
[12]中华人民共和国电力行业标准DL/T5085-1999.钢-混凝土组合结构设计规程.北京:中国电力出版社,1999.
[13]中华人民共和国国家军用标准GJB4142-2000.战时军港抢修早强型组合结构技术规程.北京:中国人民解放军总后勤部,2001.
[14]中国工程建设标准化协会标准CECS159:2004.矩形钢管混凝土结构技术规程.北京:中国计划出版社,2004.
[15]福建省工程建设地方标准DBJ13-51-2003.钢管混凝土结构技术规程.福州,2003.
[16]福建省工程建设标准DBJ13-61-2004.钢-混凝土混合结构技术规程.福州,2004.
[17]天津市工程建设标准DB29-57-2003.天津市钢结构住宅设计规程.天津,2003.
[18]上海市工程建设舰范DG/TJ08-015-2004.高层建筑钢.混凝土混合结构设计规程.上海,2004.
[19]Young B.,Ellobody E..Experimental investigation of concrete-filled cold-formed high strength stainless steel tube columns.Journal of Constructional Steel Research,2006,62:484-492.
[20]丁发兴,余志武.圆钢管套箍混凝上轴压短柱受力机理分析.中国铁道科学,2006a,6:32-36.
[21]丁发兴,余志武.圆钢管混凝土轴压短柱受力机理影响因素分析.铁道科学与工程学报,2006b,3(1):6-11.
[22]Ellobody E.,Young B.,Dennis Lam.Behavior of normal and high strength concrete-filled compact steel tube circular stub columns.Journal of Constructional Steel Research,2006,62(7):706-715.
[23]Ellobody E,Young B.Design and behaviour of concrete-filled cold-formed stainless steel tube columns.Engineering Structures,2006,28(5):716-728.
[24]Gupta P.K.,Sarda S.M.,Kumar M.S..Experimental and computational study of concrete filled steel tubular columns under axial loads.Journal of Constructional Steel Research,2006,63(2):182-193.
[25]Guo L.H.,Zhang S.M.,Kim W.J.等.Behavior of square hollow steel tube and steel tubes filled with concrete.Thin-Walled Structures,2007,45(12):961-973.
[26]余志武,贺飒飒.钢管混凝土短柱极限承载力可靠度分析.工程力学,2006,(11):139-144.
[27]钟善桐,徐国林.空心钢管混凝土轴心受压构件的工作性能和承载力.建筑钢结构进展,2006,8(4):1-11.
[28]Tao Z.,Han L.H.,Wang D.Y..Experimental behaviour of concrete-filled stiffened thin-walled steel tubular columns.Thin-Walled Structures,2007,45(9):517-527.
[29]Yu Z.W.,Ding F.X.,Cai C.S..Experimental behavior of circular concrete-filled steel tube stub columns.Journal of Constructional Steel Research.2007.63(2):165-174.
[30]郭兰慧,张素悔.截面长宽比对矩形钢管高强混凝土力学性能的影响.哈 尔滨工业大学学报,2007,39(4):531-535.
[31]尧国皇,孙素文,李秀明.轴心受压型钢-钢管混凝土柱力学性能研究.建筑钢结构进展,2007,6(9),26-32.
[32]黄福云,陈宝春.初应力对钢管混凝土轴压构件受力性能影响.福州大学学报,2008,36(2):272-277.
[33]Liu D..Behavior of eccentrically loaded high-strength rectangular concrete-filled steel tubular columns.Journal of Constructional Steel Research,2006,62(8):839-846.
[34]Xiong D.X.,Zha X.X..A numerical investigation on the behavior of concrete-filled steel tubular columns under initial stresses.Journal of Constructional Steel Research.2006,63(5):599-611.
[35]Lu F.W.,Li S.P.,Sun G.J..A study on the behavior of eccentrically compressed square concrete-filled steel tube columns.Journal of Constructional Steel Research,2007,63(7):941-948.
[36]刘界鹏,张素梅,郭兰慧.考虑扭转的矩形钢管混凝土双向偏压构件静力性能.哈尔滨工业大学学报,2006,(5):712-714.
[37]阳华,张素梅,郭兰慧.矩形钢管高强混凝土双向压弯构件截面强度.哈尔滨工业大学学报,2007,10(39):1520-1528.
[38]余志武,丁发兴.圆钢管混凝土偏压柱的力学性能.中国公路学报,2008,21(1):41-45.
[39]Han L.H.,Lu H.,Yao G.H.,Liao F.Y..Further study on the flexural behavior of concrete-filled steel tubes.Journal of Constructional Steel Research,2006,62(6):554-565.
[40]Han L.H.,Yao G.H.,Tao Z..Performance of concrete-filled thin-walled steel tubes under pure torsion.Thin-Walled Structures,2007,45(1):34-36.
[41]于清,陶忠,陈志波,吴颖星.钢管约束混凝土纯弯构件抗弯力学性能研究.工程力学,2008,25(3):187-193.
[42]韩林海.钢管混凝土压扭构件工作机理研究.哈尔滨建筑大学学报,1994,(4):35-40.
[43]韩林海,钟善桐.钢管混凝土压扭、弯扭构件承载力相关方程.哈尔滨建筑大学学报,1994,(2):32-37.
[44]韩林海,钟善桐.钢管混凝土弯扭构件的理论分析和试验研究.工业建筑,1994a,(2):3-8.
[45]韩林海,钟善桐.钢管混凝土压弯扭构件工作机理及性能研究.建筑结构学 报,1995a,(4):32-39.
[46]Han L.H.,Yao G.H.Tao Z..Behaviors of concrete-filled steel tubular members subjected to combined loading.Thin-Walled Structures,2007,45(6):600-619.
[47]袁伟斌,金伟良.离心钢管混凝土扭转构件工作机理及性能研究.浙江工业大学学报,2007,(1):91-95.
[48]尧国皇,黄用军,宋定东,孙素文.钢管混凝土偏压扭短柱承载力简化计算方法研究.广东土木与建筑,2007,10:23-25.
[49]查晓雄,钟善桐.钢管初应力对钢管混凝土压弯、压弯扭构件工作性能的影响.哈尔滨建筑大学学报,1997,(2):45-53.
[50]Hibbitt,Karlson,Sorensen lnc.ABAQUS/standard user's manual,Version 6.5.Providence(RI),2005.
[51]刘威.钢管混凝土局部受压时的工作机理研究.福州:福州大学博士学位论文,2005.
[52]Hillerborg A,Modeer M,Petersson P E.Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements.Cement and Cement and Concrete Research,1976,6(6),773-782.
[53]沈聚敏,王传志,江见鲸.钢筋混凝土有限元与板壳极限分忻.北京:清华大学出版社,1993.
[54]Nishiyama I,Morino S,Sakino K,et al.Summary of Research on Concrete-Filled Structural Steel Tube Column System Carried out under the US-Japan Cooperative Research Program on Composite and Hybrid Structures.BRl Research Paper No.147,Building Research Institute,Japan,2002.
[55]陈刚花,李斌.方钢管混凝土偏压短柱试验研究.西安建筑科技大学学报,2006,38(6):873-876.
[56]尧国皇.钢管混凝土构件在复杂受力状态下的工作机理研究.福州:福州大学博士学位论文,2006.
[57]Beck J,Kiyoiniya O.Fundemental pure torsiohal properties of concrete filled circular steel tubes.J.Materials,Cone.Struct.Pavements,JSCE,2003,No.739/V-60.285-296.
[58]Kitada T,Nakai H.Experimental study on ultimate strength of concrete-filled square steel short members subjected to compression or torsion.Proceedings of the Inter.Confer.on Steel-Concrete Composite Structures.Fukuoka.Japan.1991.Sep.137-142.
[59]陈逸玮.钢管混凝土柱形状因素与扭转韧性行为研究.台湾:中央大学硕 士学位论文,2003.
[60]徐春丽.钢管混凝土柱抗剪承载力试验研究.济南:山东科技大学硕士学位论文,2004.
[61]徐积善,安宫.钢管混凝土短柱在压扭复合受力下的实验研究.哈尔滨建筑工程学院学报,1991,24(增刊):34-41.
[62]宫安.钢管混凝土短柱在压扭复合受力下的研究.北京:北京建筑工程学院硕士学位论文,1989.
[63]周竞.钢管混凝土中长柱在压扭复合受力下的实验研究.北京:北京建筑工程学院硕士学位论文,1990.
[64]韩林海,钟善桐.钢管混凝士弯扭构件的理论分析和试验研究.工业建筑,1994a,24(2):32-39.
[65]韩林海,钟善桐.钢管混凝土压弯扭构件工作机理及性能研究.建筑结构学报,1995b,6(4):32-39.
[66]韩林海,钟善桐.钢管混凝土压弯扭(剪)承载力相关关系及钢管混凝土统一设计理论构想.工业建筑,1995c,25(1):14-21.
[67]韩林海,钟善桐.钢管混凝土力学.大连:大连理工大学出版社,1996.
[68]Ichinohe Y,Matsutani T,Nakajima M.Elasto-plastic behavior of concre of concrete filled steel circular coumns.Proceedings of the Third International Conference on Steel-Concrete Composite Structures(1),ASCCS,Fukuoka,Japan.1991.131-136.