钢筋混凝土L形柱受力性能有限元分析
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摘要
采用Opensees软件对钢筋混凝土L形柱进行受力性能有限元分析,计算结果与试验结果吻合较好。根据计算结果,获得试件柱根的弯矩-曲率滞回曲线和钢筋的应力-应变滞回曲线,并对影响钢筋混凝土受力性能的主要因素进行参数分析。
Finite element analysis on mechanical properties of reinforced concrete(RC) L-shaped column is conducted by using Opensees.Compared with the experimental results,the calculated results show good agreement.Based on the calculated results,the hysteretic hoops of moment-curvature of column end and stress-strain of reinforcement are obtained.The parameter analysis on the main influence factors of mechanical properties of RC L-shaped columns is carried,which can provide theoretical reference for the design of RC L-shaped columns.
引文
[1]Joaquin M.Design aids for L-shaped reinforced concretecolumns[J].ACI Journal.1979,76(11):1197-1216.
    [2]Cheng-Tzu,Thomas H T-shaped reinforced concretemembers under biaxial bending and axial compression[J].ACI Structure Journal,1989,86(4):460-468.
    [3]曹万林,王光远,吴建有,等.不同方向周期反复荷载作用下L形柱的性能[J].地震工程与工程振动,1995,15(1):67-72.
    [4]李杰,吴建营,周德源,等.L形和Z形宽肢异形柱低周反复荷载试验研究[J].建筑结构学报,2002,23(1):9-15.
    [5]Scott B D,Park R,Priestley M J N.Stress-strain behav-ior of concrete confined by overlapping hoops at low andhigh strain rates[J].Journal of the American ConcreteInstitute,1982,79(1):13-27.
    [6]田稳苓,赵贺清,李子祥.钢骨混凝土异形柱与方钢管混凝土组合异形柱受力性能的有限元分析[J].河北工业大学学报,2009,38(5):96-98.
    [7]郭棣.宽肢异形柱的试验研究[D].西安:西安建筑科技大学,2001.
    [8]Menegotto M,Pinto P E.Method of analysis for cycli-cally loaded reinforced concrete plane frames includingchanges in geometry and non-elastic behavior of elementsunder normal force and bending[R].Preliminary report,IABSE,1973,13:15-22.

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