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超高强混凝土梁抗剪性能的有限元分析
引用本文:李立仁,冯宏.超高强混凝土梁抗剪性能的有限元分析[J].土木与环境工程学报,2006,28(5):97-100.
作者姓名:李立仁  冯宏
作者单位:重庆大学,土木工程学院,重庆,400045
摘    要:结合18根立方体抗压强度为100 MPa以上的超高强混凝土有腹筋约束梁在集中荷载作用下抗剪性能的试验研究,利用超高强混凝土的各种基本物理力学性能参数,以非线性有限元分析为基础,采用较为完善的非线性本构模型和破坏准则,编写了超高强混凝土有腹筋约束梁抗剪强度有限元分析程序以模拟试验。在非线性有限元分析模拟试验结果和已有试验实测数据的基础上,统计回归出了超高强混凝土有腹筋约束梁抗剪强度计算公式。应用该公式所得结果与试验结果符合较好。

关 键 词:超高强混凝土  约束梁  抗剪强度  非线性有限元
文章编号:1006-7329(2006)05-0097-04
收稿时间:2006-03-10
修稿时间:2006-03-10

Finite Element Analysis of Shear Behavior of Super High Strength Reinforced Concrete Beam
LI Li -ren,FENG Hong.Finite Element Analysis of Shear Behavior of Super High Strength Reinforced Concrete Beam[J].Journal of Civil and Environmental Engineering,2006,28(5):97-100.
Authors:LI Li -ren  FENG Hong
Affiliation:College of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China
Abstract:On the basis of testing results of shear behavior from 18 super high strength reinforced concrete restrained beams with web reinforcement,with the cube compressive strength ranging from over 100Mpa,in this paper,the nonlinear finite element analysis procedure was formulated and the analysis of the specimen tests was carried out with the parameters obtained from the experiments and improved constitutive model and failure criteria of materials.Based on the simulated shear resistance test results and practical measured data of eighteen super high strength concrete restrained beams under point load,the equation to compute the shear resistance capacity of such beams was thus obtained by regression.The analytical results agree well with those of experiments.
Keywords:super high strength concrete  restrained beam  shear capacity  nonlinear finite element
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