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钢纤维混凝土五桩承台三维非线性有限元分析
引用本文:陈习子,孙成访,彭少民. 钢纤维混凝土五桩承台三维非线性有限元分析[J]. 武汉理工大学学报, 2002, 24(12): 41-44
作者姓名:陈习子  孙成访  彭少民
作者单位:武汉理工大学
基金项目:中国工程建设标准化协会《钢纤维混凝土结构技术规程》项目支持
摘    要:在已有试验基础上,利用大型通用有限元分析软件ANSYS进行钢纤维混凝土五桩承台的三维非线性有限元分析,将计算结果与试验数据对比,研究钢纤维混凝土五桩承台的受力机理,为实际工程提供依据。

关 键 词:三维非线性有限元分析 钢纤维混凝土 桩基 承台 ANSYS 受力机理
文章编号:1671-4431(2002)12-0041-04
修稿时间:2002-09-16

The Three-dimensional Nonlinear Finite Element Analysis for Steel Fiber Reinforced Concrete Five Pile Caps
Chen Xizi Sun Chengfang Peng Shaomin Postgraduate,School of Civil Engineering , Architecture,WUT,Wuhan ,China.. The Three-dimensional Nonlinear Finite Element Analysis for Steel Fiber Reinforced Concrete Five Pile Caps[J]. Journal of Wuhan University of Technology, 2002, 24(12): 41-44
Authors:Chen Xizi Sun Chengfang Peng Shaomin Postgraduate  School of Civil Engineering & Architecture  WUT  Wuhan   China.
Affiliation:Chen Xizi Sun Chengfang Peng Shaomin Postgraduate,School of Civil Engineering & Architecture,WUT,Wuhan 430070,China.
Abstract:Based on the existing experimental results, using three dimensional nonlinear finite elemental analysis program ANSYS, the nonlinear finite element analysis for steel finer reinforced concrete five pile caps is done. From the comparison of computed and test results, the mechanic of steel fiber reinforced concrete five pile caps is researched. All of these can provide useful information for practical engineering.
Keywords:steel fiber reinforced concrete  pile caps  finite element  ANSYS
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