Application of discrete element method to modeling of brittle fracture of one-dimensional structures

被引：0

作者：

Vadluga, V ^{[1
]}

Kacianauskas, R ^{[1
]}

机构：

[1] Vilnius Gediminas Tech Univ, LT-2040 Vilnius, Lithuania

来源：

8TH INTERNATIONAL CONFERENCE ON MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES | 2004年

关键词：

brittle fracture; dynamics; post-fracture behavior; discrete element method;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Application of the discrete element method to modeling of brittle fracture and elasto-dynamic post-fracture behavior of the heterogeneous one-dimensional structures is considered. One dimensional continuum is described by a chain of discrete elements (particles) connected by the generalized springs. Fracture of the system is imposed by rupture of the weakest element, while dynamic behavior of continuum is represented by a motion of the individual particles. The solution is obtained by 5(th) order Gear predictor-corrector scheme. The method is implemented into DEMMAT code. The developed approach illustrates the capability to describe impulsive loading occurring during brittle fracture and dynamic post-fracture behavior.

引用

页码：917 / 920

页数：4

共 9 条

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