Numerical algorithm for local failure mechanism of pre-stressed concrete containment vessel wall with penetration

被引：0
|
作者：
Takeda, H
Kusabuka, M
Imoto, K
Takumi, K
Soejima, M
机构：
[1] OBAYASHI CORP,TECH RES INST,TOKYO 204,JAPAN
[2] NUCL POWER ENGN CORP,MINATO KU,TOKYO 105,JAPAN
[3] MITSUBISHI HEAVY IND INC,STRUCT DESIGNING SECT,HYOUGO KU,HYOGO 676,JAPAN
来源：
NUCLEAR ENGINEERING AND DESIGN | 1996年 / 166卷 / 03期
关键词：
D O I：
10.1016/S0029-5493(96)01256-3
中图分类号：
TL [原子能技术]; O571 [原子核物理学];
学科分类号：
0827 ; 082701 ;
摘要：
The pre-stressed concrete containment vessel is one of the most important structures in nuclear power plants, which is required to prevent release of fission products to the environment even in the case of a severe accident. This paper deals with existing problems concerning numerical analysis for reinforced concrete composite structures. Finite element spatial and consistent material discretizations are summarized to solve these types of problem. Simple and real complex problems are illustrated in numerical experiments.
引用
收藏
页码：389 / 401
页数：13
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