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预测混凝土T形柱受剪承载力新思路
引用本文:李其廉,张学辉,郑世夺,刘春华. 预测混凝土T形柱受剪承载力新思路[J]. 河北农业大学学报, 2011, 34(5): 103-108
作者姓名:李其廉  张学辉  郑世夺  刘春华
作者单位:1. 河北科技大学建筑工程学院,河北石家庄,050018
2. 河北信义建设科技有限公司,河北石家庄,050031
基金项目:河北省科技厅科技支撑项目,河北科技大学博士科研启动基金
摘    要:通过钢筋混凝土T形柱轴心受压承载力试验及Ansys有限元实体模型非线性分析,证实Ansys有限元实体模型能够较准确地模拟、预测异形柱轴心受压承载力-变形全曲线.在此基础上,对异形柱低周往复加载试验中某—T形柱进行有限元实体模型轴心受压承载力分析,并将其轴心受压承载力—变形全曲线转化为Beam189单元的本构模型,进而利...

关 键 词:T形柱  受剪承载力  有限元  Ansys

New ideas with predicted shear capacity of T shaped column
LI Qi-lian,ZHANG Xue-hui,ZHANG Shi-duo,LIU Chun-hua. New ideas with predicted shear capacity of T shaped column[J]. Journal of Agricultural University of Hebei, 2011, 34(5): 103-108
Authors:LI Qi-lian  ZHANG Xue-hui  ZHANG Shi-duo  LIU Chun-hua
Affiliation:1.School of Civil Engineering,Hebei University of Science and Technology,Shijiazhuang 050018,China;2.Hebei Xinyi Construction Science and Technology Co.Ltd.,Shijiazhuang 050031,China)
Abstract:Through axial compression capacity test and Ansys finite element nonlinear analysis of solid model of T shaped reinforced concrete columns,it is proved that Ansys finite element solid model could simulate and predict axial pressure-deformation curve of specially shaped columns accurately.On this basis,a T shaped column under low frequency cyclic loading was analyzed by finite element under axial compression,and the axial pressure-deformation curve was transformed with the constitutive model of Beam189,then the T shaped column was simulated by Beam189 under shear capacity,at last the FEA results were compared with test results under low frequency cyclic loading and calculation results based on specification for concrete structure with specially shaped columns.It is shown that the results following this idea are very similar with the results based on specification for concrete structure with specially shaped columns,but higher than the test results,and more data can be obtained using this idea,which could be a practical approach to predict and study the specially shaped columns under shear.
Keywords:T shaped column  shear capacity  finite element  ansys
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