4.6 Article

Mechanical behaviour and failure of cohesive granular materials

出版社

JOHN WILEY & SONS LTD
DOI: 10.1002/nag.401

关键词

granular porous materials; soils; cohesion; mechanical behaviour; failure; computational solid mechanics; experimental validation

向作者/读者索取更多资源

We investigate the stress-strain behaviour and failure of a cohesive granular material both by experiments and numerical simulations. The material is an assembly of aluminium rods glued together by means of an epoxy resin. The behaviour of cohesive bonds (force-displacement relationship, failure conditions) is characterized by performing simple loading tests (tension/compression, shear...) on a couple of rods. Then, this local behaviour is introduced in a numerical code based on a discrete element method in order to perform numerical compression tests on large samples. The validation of this approach was the main goal of the present investigation that is essentially achieved by a direct comparison between the numerical results and similar experimental tests. As a basic application, we derive the macroscopic cohesion and friction characteristics of random cohesive materials by systematic numerical simulations in a biaxial geometry. Copyright (C) 2004 John Wiley Sons, Ltd.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.6
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据