Applied Mathematics and Mechanics (English Edition) ›› 1983, Vol. 4 ›› Issue (5): 805-814.

• Articles • 上一篇    下一篇

FINITE ELEMENT ANALYSIS OF SEEPAGE IN IVSCOELASTIC MEDIA

金问鲁, 吴淦卿   

  1. Architecture Designing Institute of Hangzhow
  • 收稿日期:1982-09-27 出版日期:1983-09-18 发布日期:1983-09-18

FINITE ELEMENT ANALYSIS OF SEEPAGE IN IVSCOELASTIC MEDIA

Jin Wen-lu, Wu Gan-qing   

  1. Architecture Designing Institute of Hangzhow
  • Received:1982-09-27 Online:1983-09-18 Published:1983-09-18

摘要: R. S. Sandhu and E.L. Wilson presented "Finite Element Analysis of Seepage in Elastic Media"[1], by which complex problems in engineering can be solved. In this paper, it is extended to the case of viscoe-lastic media. If the soil skeleton is regarded as viscoelastic media, the stress-strain relation will be changed with time, which increases the complexity of problems. By making use of the finite-element method to solve such problems, the linear stress-strain increment relation is considered in every preselective interval of time. The linear proportional constant here is called "equivalent elastic tensor". On the basis of the equivalent elastic tensor, this paper deduces the formulation for solving problems in viscoelastic media.

关键词: orthotropic, plane problem, spline function, boundary element method

Abstract: R. S. Sandhu and E.L. Wilson presented "Finite Element Analysis of Seepage in Elastic Media"[1], by which complex problems in engineering can be solved. In this paper, it is extended to the case of viscoe-lastic media. If the soil skeleton is regarded as viscoelastic media, the stress-strain relation will be changed with time, which increases the complexity of problems. By making use of the finite-element method to solve such problems, the linear stress-strain increment relation is considered in every preselective interval of time. The linear proportional constant here is called "equivalent elastic tensor". On the basis of the equivalent elastic tensor, this paper deduces the formulation for solving problems in viscoelastic media.

Key words: orthotropic, plane problem, spline function, boundary element method

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