Applied Mathematics and Mechanics (English Edition) ›› 1998, Vol. 19 ›› Issue (4): 361-366.

• 论文 • 上一篇    下一篇

ELASTO-PLASTIC COUPLED ANALYSIS OF BURIED STRUCTURE AND SOIL MEDIUM BY PERTURBATIONAL SEMI-ANALYTIC METHOD

吕安军, 曹安远   

  1. Department of Engineering Mechanics, Tongji University, Shanghai 200092, P. R. China
  • 收稿日期:1997-09-05 修回日期:1997-09-05 出版日期:1998-04-18 发布日期:1998-04-18

ELASTO-PLASTIC COUPLED ANALYSIS OF BURIED STRUCTURE AND SOIL MEDIUM BY PERTURBATIONAL SEMI-ANALYTIC METHOD

Lu Anjun, Cao Zhiyuan   

  1. Department of Engineering Mechanics, Tongji University, Shanghai 200092, P. R. China
  • Received:1997-09-05 Revised:1997-09-05 Online:1998-04-18 Published:1998-04-18

摘要: In this paper,an effective numerical method for physically nonlinear interation analysis is studied,in which the elasto-plastic problem of coupled analysis between the structure and medium may be transformed into several linear problems by means of the perturbation technique,then the finite strip method and finite layer method are used to analyse the underground structure and rock respectively,for their corresponding linear problems,so the purpose of simplifing the calculation can be achieved.This kind of method has made use of the twice semi-analytical technique.the perturbation and semi-analytic solution function to simplify 3-D nonlinear coupled problem into 1-D linear numerical one.In addition,this method is a new advance of semi-analytical method in the application to nonlinear problems by means of combinating with the analytical perturbation method,and it is also a branch of the perturbational numerical,nethod developed in last years.

关键词: perturbation, semi-analytic method, elasto-plasticity, coupling

Abstract: In this paper,an effective numerical method for physically nonlinear interation analysis is studied,in which the elasto-plastic problem of coupled analysis between the structure and medium may be transformed into several linear problems by means of the perturbation technique,then the finite strip method and finite layer method are used to analyse the underground structure and rock respectively,for their corresponding linear problems,so the purpose of simplifing the calculation can be achieved.This kind of method has made use of the twice semi-analytical technique.the perturbation and semi-analytic solution function to simplify 3-D nonlinear coupled problem into 1-D linear numerical one.In addition,this method is a new advance of semi-analytical method in the application to nonlinear problems by means of combinating with the analytical perturbation method,and it is also a branch of the perturbational numerical,nethod developed in last years.

Key words: perturbation, semi-analytic method, elasto-plasticity, coupling

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