A continuum model for granular materials taking into account the no-tension effect

被引：11

作者：

Nguyen, VH ^{[1
]}

Duhamel, D ^{[1
]}

Nedjar, B ^{[1
]}

机构：

[1] Ecole Natl Ponts & Chaussees, LCPC, Lab Anal Mat & Identificat, F-77455 Marne La Vallee 2, France

来源：

MECHANICS OF MATERIALS | 2003年 / 35卷 / 10期

关键词：

granular material; no-tension; principal stretches; nonlinear elasticity; nonlinear finite element; ballast; FORMULATION; SOLIDS;

D O I：

10.1016/S0167-6636(02)00326-5

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This paper presents a phenomenological continuum model describing no-tension effects observed in granular materials. Constitutive laws are derived from a strain-energy function, which must vanish in the positive stress directions. Computational aspects are then investigated, wherein the finite element formulation is developed in the principal deformation directions. Last, a numerical example of a ballast structure will be outlined for illustrative purposes. (C) 2003 Elsevier Ltd. All rights reserved.

引用

页码：955 / 967

页数：13