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承插式水泥管-土非一致激励模拟试验研究
引用本文:孙钢柱,祁晓昱.承插式水泥管-土非一致激励模拟试验研究[J].世界地震工程,2011,27(3).
作者姓名:孙钢柱  祁晓昱
作者单位:1. 郑州大学土木工程学院,河南郑州,450002
2. 同济大学建筑设计研究院(集团)有限公司,上海,200092
基金项目:河南省科技攻关项目(102102210377)
摘    要:文中基于通用有限元软件ABAQUS,对承插式水泥管-土地震非一致激励试验进行数值模拟。论文根据试验情况,确定了主要的数值建模方法并进行了试验数值模拟,包括:管-土接触面模拟、和层间剪切箱模拟。对比承插式水泥管接头的数值结果和实测结果表明:文中的数值建模方法能较好地模拟试验情况,为后续进一步研究打下良好的基础。

关 键 词:ABAQUS  非一致激励  管-土相互作用  埋地管线  地震反应  

Research on numerical simulation of adapting-form cement pipe-soil non-uniform excitation test
SUN Gangzhu,QI Xiaoyu.Research on numerical simulation of adapting-form cement pipe-soil non-uniform excitation test[J].World Information On Earthquake Engineering,2011,27(3).
Authors:SUN Gangzhu  QI Xiaoyu
Institution:SUN Gangzhu1,QI Xiaoyu2(1.College of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China,2.Architectural Design & Research Institute of Tongji University(Group)Co.,Ltd.,Shanghai 200092,China)
Abstract:Based on the general finite-element software ABAQUS,the adapting-form cement pile-soil non-uniform seismic excitation test is simulated numerically in this thesis.According to the test,the main numerical modeling methods are determined then,including pile-soil interface simulation and interlayer shear box simulation of adapting-form pipes.The numerical simulation results and test results are compared and it indicates that the numerical modeling method in the thesis could better simulate the test situation,a...
Keywords:ABAQUS  non-uniform excitation  pile-soil interaction  buried pipes  seismic response  
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