Torsional Post-Buckling of a Simply Supported Thin-Walled Open-Section Beam Resting on a Two-Parameter Foundation

被引:3
|
作者
Rao, Ch. K. [1 ]
Rao, L. B. [2 ]
机构
[1] Nalla Narsimha Reddy Engn Coll, Chowdariguda 500088, India
[2] VIT Univ, Sch Mech & Bldg Sci, Madras 600127, Tamil Nadu, India
关键词
beam; open section; post-buckling; warping; Winkler-Pasternak foundation; BEHAVIOR; INSTABILITY;
D O I
10.1134/S0021894418010224
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The problem of the post-buckling response of a simply supported thin-walled beam subjected to an axial compressive load and supported by the Winkler-Pasternak foundation is studied in this paper. The strains are assumed to be small and elastic. The shear deformations and the in-plane cross-sectional deformations are assumed to be negligible. The post-buckling paths of the simply supported beam are determined for different values of the Winkler and Pasternak stiffness parameters. Bifurcation points are found.
引用
收藏
页码:176 / 184
页数:9
相关论文
共 12 条