圆CFRP-钢管混凝土压弯构件滞回性能的受力全过程分析
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- 英文论文题名：Full-range analysis of loading process on hysteretic property of circular concrete filled CFRP-steel tubular beam-column
- 论文作者：王庆利 ; 凌张娜 ; 赵展
- 英文论文作者：Wang Qingli ; Ling Zhangna ; Zhao Zhan ; Shenyang Jianzhu University
- 年：2016
- 作者机构：沈阳建筑大学;
- 论文关键词：圆CFRP-钢管 ; 内填混凝土 ; 压弯构件 ; 滞回性能 ; 有限元模拟 ; 全过程分析
- 英文论文关键词：Circular CFRP-steel tube ; in-filled concrete ; beam-column ; hysteretic property ; finite element simulation ; full-range analysis
- 会议召开时间：2016-10-27
- 会议录名称：第九届全国防震减灾工程学术研讨会论文集
- 语种：中文
- 分类号：TU398.9
- 学会代码：OGTY
- 会议名称：第九届全国防震减灾工程学术研讨会
- 会议地点：中国安徽合肥
- 主办单位：中国土木工程学会、中国工程院土木、水利与建筑工程学部、中国土木工程学会防震减灾工程技术推广委员会、合肥工业大学、安徽省住房和城乡建设厅
- 学会名称：中国土木工程学会
- 页数：12
- 文件大小：2216k
- 原文格式：O
- 会议级别：全国
摘要
以试验研究为基础,应用ABAQUS有限元软件模拟了圆CFRP—钢管混凝土压弯构件的滞回性能,发现侧向荷载—中截面挠度滞回曲线和破坏模态等的模拟结果和试验结果吻合良好。给出了圆CFRP—钢管混凝土压弯构件典型的侧向荷载—中截面挠度滞回曲线。研究了混凝土的纵向应力、钢管的Von Mises应力和纵向应力以及横向CFRP和纵向CFRP的应力在受力全过程中的分布规律,发现由于外CFRP—钢管的约束,混凝土的强度得到大幅提高;混凝土、钢管和CFRP可以协同工作;横向CFRP对构件有很好的约束作用,纵向CFRP对构件有很好的增强作用。上述工作为圆CFRP—钢管混凝土压弯构件的恢复力模型的研究奠定了基础。
On the basis of experimental study,the hysteretic property of the circular concrete filled CFRP—steel tubular beam—column are simulated by using ABAQUS FE software,and it is found that the simulated results,such as the hysteretic curves of lateral load — deflection at mid—height and the failure modes,are agree well with the tested result.The typical hysteretic curve of lateral load —deflection at mid—height of the circular concrete filled CFRP —steel tubular beam—column is proposed.The distribution patterns of the longitudinal stresses in the concrete,the Von Mises stresses and the longitudinal stresses in the steel tube,as well as the stresses in the transverse CFRP and in the longitudinal CFRP during the full—range of the loading process are investigated,it is found that,the strength of the concrete increases remarkably due to the confinement effect of the outer CFRP—steel tube,the concrete,the steel tube and the CFRP could cooperate well,in addition,the transverse CFRP will provide effective confinement to the member and the longitudinal CFRP will provide effective strengthening to the member.The above studies are beneficial to the research of restoring force model of the circular concrete filled CFRP—steel tubular beam —column.
On the basis of experimental study,the hysteretic property of the circular concrete filled CFRP—steel tubular beam—column are simulated by using ABAQUS FE software,and it is found that the simulated results,such as the hysteretic curves of lateral load — deflection at mid—height and the failure modes,are agree well with the tested result.The typical hysteretic curve of lateral load —deflection at mid—height of the circular concrete filled CFRP —steel tubular beam—column is proposed.The distribution patterns of the longitudinal stresses in the concrete,the Von Mises stresses and the longitudinal stresses in the steel tube,as well as the stresses in the transverse CFRP and in the longitudinal CFRP during the full—range of the loading process are investigated,it is found that,the strength of the concrete increases remarkably due to the confinement effect of the outer CFRP—steel tube,the concrete,the steel tube and the CFRP could cooperate well,in addition,the transverse CFRP will provide effective confinement to the member and the longitudinal CFRP will provide effective strengthening to the member.The above studies are beneficial to the research of restoring force model of the circular concrete filled CFRP—steel tubular beam —column.
引文
[1]Han L H,Zhao X L,Tao Z.Tests and mechanics model of concrete-filled SHS stub columns,columns and beam-columns[J].Steel and Composite Structures,2001,1(1):51-74.
[2]Han L H.Fire resistance of concrete filled steel tubular columns[J].Advances in Structural Engineering,1998,2(1):35-39.
[3]Han L H,Yao G H,Tao Z.Performance of concrete-filled thin-walled steel tubes under pure torsion[J].Thin Walled Structures,2007,45(1):24-36.
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[5]Han L H,Hou C C,Wang Q L.Behavior of circular CFST stub columns under sustained load and chloride corrosion[J].Journal of Constructional Steel Research,2014,103(1):23-36.
[6]Han L H,Li W.Seismic performance of CFST column to steel beam joint with RC slab:experiments[J].Journal of Constructional Steel Research,2010,66(11):1374-1386.
[7]Che Y,Wang Q L,Shao Y B.Compressive performances of the concrete filled circular CFRP-steel tube(C-CFRP-CFST)[J].Advanced Steel Construction,2012,8(4):311-338.
[8]Wang Q L,Shao Y B.Compressive performances of concrete filled square CFRP-steel tubes(SCFRP-CFST)[J].Steel and Composite Structures,2014,14(5):455-480.
[9]Tao Z,Han L H,Zhuang J P.Axial loading behavior of CFRP strengthened concrete-filled steel tubular stub columns[J].Advances in Structural Engineering,2007,10(1):37-46.
[10]Choi K K,Xiao Y.Analytical model of circular CFRP confined concrete-filled steel tubular columns under axial compression[J].Journal of Composites for Construction,2010,14(1):125-133.
[11]Park J W,Hong Y K,Hong G S,Kim J H,Choi S M.Design formulas of concrete filled circular steel tubes reinforced by carbon fiber reinforced plastic sheets[J].Procedia Engineering,2011,14s2916-2922.
[12]Hu Y M,Yu T,Teng J G.FRP-confined circular concrete-filled thin steel tubes under axial compression[J].Journal of Composites for Construction,2011,15(5):850-860.
[13]Teng J G,Hu Y M,Yu T.Stress-strain model for concrete in FRP-confined steel tubular columns[J].Engineering Structures,2013,49(4):156-167.
[14]Sundarraja M C,Ganesh P G.Experimental study on CFST members strengthened by CFRP composite under compression[J].Journal of Constructional Steel Research,2012,72(5):75-83.
[15]Park J W,Hong Y K,Choi S M.Behaviors of concrete filled square steel tubes confined by carbon fiber sheets(CFS)under compression and cyclic loads[J].Steel and Composite Structures,2010,10(2):187-205.
[16]WangQ L,Li J,Shao Y B,Zhao W J.Flexural performances of square concrete filled CFRP-steel tubes(S-CF-CFRP-ST)[J].Advances in Structural Engineering,2015,18(8):13SL9-1344.
[17]Wang Q L,Shao Y B.Flexural performance of circular concrete filled CFRP-steel tubes[J].Advanced Steel Construction,2015,11(2):127-149.
[18]Sundarraja M C,Ganesh,P G.Finite element modeling of CFRP jacketed CFST members under flexural loading[J].Thin-walled Structures,2011,49(12):1483-1491.
[19]王庆利,方言,任庆新.圆CFRP-钢管混凝土轴压构件静力性能研究[J].土木工程学报,2008,41(10):21-29.(Wang Q L,Fang Y,Ren Q X.Study on static performance of concentrically compressed concrete filled circular CFRP-steel tubular members[J].China Civil Engineering Journal,2008,41(10):21-29.(In Chinese))
[20]王庆利,谭鹏宇,魏溯华.圆CFRP—钢管混凝土压弯构件静力性能试验研究[J].建筑结构学报,2008,28(5):67-74.(Wang Q L,Tan P Y,Wei S H.Experimental study on static performance of the eccentrically compressed concrete filled circular CFRP-steel tubular members[J].Journal of Building Structures,2008,28(5):67-74.(In Chinese)).
[21]车媛,王庆利,邵永波,侯婷婷.圆CFRP—钢管混凝土压弯构件滞回性能试验研究[J].土木工程学报,2011,44(7):46-54.(Che Y,Wang Q L,Shao Y B,Hou T T.Experimental study on hysteretic performances of concrete filled circular CFRP-steel tubular beam-columns[J].China Civil Engineering Journal,2011,44(7):46-54.(In Chinese)).
[22]Tao Z,Wang Z B,Han L H,Uy B.Fire performance of concrete-filled steel tubular columns strengthened by CFRP[J].Steel and Composite Structures,2011,11(4):307-324.
[23]Tao Z,Han L H,Wang L L.Compressive and flexural behaviour of CFRP repaired concrete-filled steel tubes after exposure to fire[J].Journal of Constructional Steel Research,2007,63(8):1116-1126.
[24]沈聚敏,王传志,江见鲸.钢筋混凝土有限元与板壳极限分析[M].北京:清华大学出版社.1993.
[25]Birtel V,Mark P.Parameterized finite element modelling of RC beam shear failure[C]//2006ABAQUS User's Conference.Taiwan,2006:95-108.
[2]Han L H.Fire resistance of concrete filled steel tubular columns[J].Advances in Structural Engineering,1998,2(1):35-39.
[3]Han L H,Yao G H,Tao Z.Performance of concrete-filled thin-walled steel tubes under pure torsion[J].Thin Walled Structures,2007,45(1):24-36.
[4]Han L H,Liu W,Yang Y F.Behaviour of concrete-filled steel tubular stub columns subjected to axially local compression[J].Journal of Constructional Steel Research,2008,64(4):377-387.
[5]Han L H,Hou C C,Wang Q L.Behavior of circular CFST stub columns under sustained load and chloride corrosion[J].Journal of Constructional Steel Research,2014,103(1):23-36.
[6]Han L H,Li W.Seismic performance of CFST column to steel beam joint with RC slab:experiments[J].Journal of Constructional Steel Research,2010,66(11):1374-1386.
[7]Che Y,Wang Q L,Shao Y B.Compressive performances of the concrete filled circular CFRP-steel tube(C-CFRP-CFST)[J].Advanced Steel Construction,2012,8(4):311-338.
[8]Wang Q L,Shao Y B.Compressive performances of concrete filled square CFRP-steel tubes(SCFRP-CFST)[J].Steel and Composite Structures,2014,14(5):455-480.
[9]Tao Z,Han L H,Zhuang J P.Axial loading behavior of CFRP strengthened concrete-filled steel tubular stub columns[J].Advances in Structural Engineering,2007,10(1):37-46.
[10]Choi K K,Xiao Y.Analytical model of circular CFRP confined concrete-filled steel tubular columns under axial compression[J].Journal of Composites for Construction,2010,14(1):125-133.
[11]Park J W,Hong Y K,Hong G S,Kim J H,Choi S M.Design formulas of concrete filled circular steel tubes reinforced by carbon fiber reinforced plastic sheets[J].Procedia Engineering,2011,14s2916-2922.
[12]Hu Y M,Yu T,Teng J G.FRP-confined circular concrete-filled thin steel tubes under axial compression[J].Journal of Composites for Construction,2011,15(5):850-860.
[13]Teng J G,Hu Y M,Yu T.Stress-strain model for concrete in FRP-confined steel tubular columns[J].Engineering Structures,2013,49(4):156-167.
[14]Sundarraja M C,Ganesh P G.Experimental study on CFST members strengthened by CFRP composite under compression[J].Journal of Constructional Steel Research,2012,72(5):75-83.
[15]Park J W,Hong Y K,Choi S M.Behaviors of concrete filled square steel tubes confined by carbon fiber sheets(CFS)under compression and cyclic loads[J].Steel and Composite Structures,2010,10(2):187-205.
[16]WangQ L,Li J,Shao Y B,Zhao W J.Flexural performances of square concrete filled CFRP-steel tubes(S-CF-CFRP-ST)[J].Advances in Structural Engineering,2015,18(8):13SL9-1344.
[17]Wang Q L,Shao Y B.Flexural performance of circular concrete filled CFRP-steel tubes[J].Advanced Steel Construction,2015,11(2):127-149.
[18]Sundarraja M C,Ganesh,P G.Finite element modeling of CFRP jacketed CFST members under flexural loading[J].Thin-walled Structures,2011,49(12):1483-1491.
[19]王庆利,方言,任庆新.圆CFRP-钢管混凝土轴压构件静力性能研究[J].土木工程学报,2008,41(10):21-29.(Wang Q L,Fang Y,Ren Q X.Study on static performance of concentrically compressed concrete filled circular CFRP-steel tubular members[J].China Civil Engineering Journal,2008,41(10):21-29.(In Chinese))
[20]王庆利,谭鹏宇,魏溯华.圆CFRP—钢管混凝土压弯构件静力性能试验研究[J].建筑结构学报,2008,28(5):67-74.(Wang Q L,Tan P Y,Wei S H.Experimental study on static performance of the eccentrically compressed concrete filled circular CFRP-steel tubular members[J].Journal of Building Structures,2008,28(5):67-74.(In Chinese)).
[21]车媛,王庆利,邵永波,侯婷婷.圆CFRP—钢管混凝土压弯构件滞回性能试验研究[J].土木工程学报,2011,44(7):46-54.(Che Y,Wang Q L,Shao Y B,Hou T T.Experimental study on hysteretic performances of concrete filled circular CFRP-steel tubular beam-columns[J].China Civil Engineering Journal,2011,44(7):46-54.(In Chinese)).
[22]Tao Z,Wang Z B,Han L H,Uy B.Fire performance of concrete-filled steel tubular columns strengthened by CFRP[J].Steel and Composite Structures,2011,11(4):307-324.
[23]Tao Z,Han L H,Wang L L.Compressive and flexural behaviour of CFRP repaired concrete-filled steel tubes after exposure to fire[J].Journal of Constructional Steel Research,2007,63(8):1116-1126.
[24]沈聚敏,王传志,江见鲸.钢筋混凝土有限元与板壳极限分析[M].北京:清华大学出版社.1993.
[25]Birtel V,Mark P.Parameterized finite element modelling of RC beam shear failure[C]//2006ABAQUS User's Conference.Taiwan,2006:95-108.