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桩基厚承台结构非线性分析
引用本文:王丽荣,杨光,吴岩.桩基厚承台结构非线性分析[J].黑龙江工程学院学报,2011,25(1):1-5.
作者姓名:王丽荣  杨光  吴岩
作者单位:王丽荣,杨光,WANG Li-rong,YANG Guang(黑龙江工程学院土木与建筑工程学院,黑龙江哈尔滨,150001);吴岩,WU Yan(黑龙江省公路勘察设计院,黑龙江哈尔滨,150010)
基金项目:黑龙江省教育厅科学研究项目
摘    要:建立公路常见多柱情况下桩基厚承台非线性有限元计算力学模型,运用有限元分析软件,对桩基厚承台进行从加荷、开裂、屈服直至破坏的全过程非线性有限元计算,分析裂缝扩展情况、应力分布规律和传力机理,为桩基厚承台传力模型的建立提供理论计算依据.

关 键 词:桩基厚承台  多柱  有限元方法  全过程  非线性分析

Nonlinear Structural Analysis on Thick Cushion Cap of Pile Foundation
WANG Li-rong,YANG Guang,WU Yan.Nonlinear Structural Analysis on Thick Cushion Cap of Pile Foundation[J].Journal of Heilongjiang Institute of Technology,2011,25(1):1-5.
Authors:WANG Li-rong  YANG Guang  WU Yan
Affiliation:1.School of Civil Engineering and Architecture Heilongjiang Institute of Technology,Harbin 150001,China; 2.Heilongjiang Highway Survery and Design Company,Harbin 150010,China)
Abstract:The paper carries out the whole process nonlinear analysis on thick cushion cap of multi-pile foundation by establishing finite-element computational model,separately studying on crack expansion scale,stress distribution rule and load transmission mechanism under loading,cracking,yielding and damaging,so as to supply theory support for the establishment of load transmission model.
Keywords:thick cushion cap of pile foundation  multi-pile  finite-element method  whole process  nonlinear analysis
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