CALCULATION OF SHAFTS IN DEPOSITS WITH REGARD TO IMPERFECTIONS, BUCKLING AND VISCOELASTIC MATERIAL PROPERTIES

被引：1
|
作者：
HOCK, K
LANGLIE, C
机构：
[1] Bergische Universität-GH Wuppertal, 5600 Wuppertal, Postfach 100127
来源：
COMPUTERS & STRUCTURES | 1991年 / 40卷 / 02期
关键词：
D O I：
10.1016/0045-7949(91)90358-S
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
A typical application of the finite element method in civil engineering is presented. The response of a high-density polyethylene-deposit shaft, modelled by 200 shell elements, to the special influences due to its positioning within the refuse body is investigated. It is shown that the finite element method is a proper instrument to evaluate the particular relevance of single influences.
引用
收藏
页码：329 / 337
页数：9
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