REINFORCED-CONCRETE SHELL ELEMENTS SUBJECTED TO BENDING AND MEMBRANE LOADS

被引：0
|
作者：
POLAK, MA [1 ]
VECCHIO, FJ [1 ]
机构：
[1] UNIV TORONTO,TORONTO M5S 1A1,ONTARIO,CANADA
来源：
ACI STRUCTURAL JOURNAL | 1994年 / 91卷 / 03期
关键词：
AXIAL LOADS; BENDING; FINITE ELEMENT METHOD; REINFORCED CONCRETE; SHELLS; TENSION; TESTS;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Large-scale reinforced concrete shell elements were tested under conditions of biaxial bending and in-plane normal forces. The details and results of the test program are described, and the observed behavior patterns are discussed. The test data obtained are analyzed to corroborate constitutive models currently available for representing the effects of post-cracking tensile stresses in concrete. The ability of nonlinear finite element analysis procedures to accurately model shell element behavior is also examined.
引用
收藏
页码：261 / 268
页数：8
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