Simulations of elasto-plastic soils within the framework of the Theory of Porous Media

被引：0

作者：

Sunten, J. ^{[1
]}

Schwarz, A. ^{[1
]}

Bluhm, J. ^{[1
]}

Schroeder, J. ^{[1
]}

机构：

[1] Univ Duisburg Essen, Inst Mech, Dept Civil Engn, Essen, Germany

来源：

CURRENT PERSPECTIVES AND NEW DIRECTIONS IN MECHANICS, MODELLING AND DESIGN OF STRUCTURAL SYSTEMS | 2022年

关键词：

GENERATION;

D O I：

10.1201/9781003348450-44

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The Theory of Porous Media (TPM) is an established tool in the examination of elasto-plastic deformations of soils. Therein the incorporation of dynamic effects into a simplified binary model grants realistic simulations in which the material behavior is described by distinct yield criteria. The application of TPM and plasticity can lead to diverse material models but this paper concentrates on one specific combination.

引用

页码：95 / 96

页数：2

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