Exact critical loads for a pinned half-sine arch under end couples

被引:15
作者
Chen, JS [1 ]
Lin, JS [1 ]
机构
[1] Natl Taiwan Univ, Dept Mech Engn, Taipei 10617, Taiwan
来源
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 2005年 / 72卷 / 01期
关键词
D O I
10.1115/1.1827244
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this note we show that for a pinned half-sine arch under end couples snap-through buckling will occur unsymmetrically if the initial height of the shallow arch is greater than 65466r, where r is the radius of gyration of the cross section. The closed-form expression for the critical couple can be obtained analytically.
引用
收藏
页码:147 / 148
页数:2
相关论文
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[3]  
SIMITSES GJ, 1990, DYNAMIC STABILITY SU, pCH7
[4]  
SIMITSES GJ, 1986, ELASSTIC STABILITY S, pCH7