NUMERICAL-ANALYSIS OF LOOSE AND BONDED GRANULAR-MATERIALS

被引：5

作者：

BOJTAR, I

BAGI, K

机构：

[1] Department of Civil Engineering Mechanics, Technical University of Budapest, Budapest

来源：

MECHANICS OF MATERIALS | 1993年 / 16卷 / 1-2期

关键词：

D O I：

10.1016/0167-6636(93)90033-N

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

A quasi-static numerical algorithm is introduced for the analysis of quasi-static state-changing processes of granular materials. The paper presents the application possibilities of the model. Both sand-like and cemented materials can be analysed; rearrangements, instabilities, local slips, crack opening, etc., can easily be followed.

引用

页码：111 / 118

页数：8

共 6 条

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BAGI, K .

MECHANICS OF MATERIALS, 1993, 16 (1-2) :101-110

[2]

BAGI K, 1991, THESIS TU BUDAPEST

[3]

Cundall P., 1988, MICROMECH GRANUL MAT, V20, P113, DOI DOI 10.1016/B978-0-444-70523-5.50021-7

[4]

SATAKE M, 1983, MECHANICS GRANULAR M

[5]

SERRANO AA, 1973, P S PLASTICITY SOIL, P215

[6] INTERFACE ELEMENT MODELING OF FRACTURE IN AGGREGATE COMPOSITES [J].

ZUBELEWICZ, A ;

BAZANT, ZP .

JOURNAL OF ENGINEERING MECHANICS-ASCE, 1987, 113 (11) :1619-1630

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