BUCKLING BEHAVIOR OF ELASTIC CIRCULAR ARCHES

被引：7
|
作者：
QAQISH, S [1 ]
HADDADIN, A [1 ]
机构：
[1] UNIV AKRON,DEPT CIVIL ENGN,AKRON,OH 44325
来源：
JOURNAL OF ENGINEERING MECHANICS-ASCE | 1991年 / 117卷 / 11期
关键词：
D O I：
10.1061/(ASCE)0733-9399(1991)117:11(2659)
中图分类号：
TH [机械、仪表工业];
学科分类号：
0802 ;
摘要：
The research reported herein is concerned with the finite deformations and snap-through buckling behavior of slender symmetrical uniform and nonuniform elastic circular arches with clamped end supports at large deflection under a vertical downward concentrated load at the clown. Values of height-to-span ratios equal to 0.2, 0.25, 0.3, 0.4, and 0.5 for each value of the depth of the section at support to the depth of the section at crown equal to 1.0, 1.5, and 2.0 are considered. Comparison between the results obtained and the results calculated by others is carried out.
引用
收藏
页码：2659 / 2680
页数：22
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