SPATIAL STABILITY AND FREE-VIBRATION OF SHEAR FLEXIBLE THIN-WALLED ELASTIC BEAMS .1. ANALYTICAL APPROACH

被引:32
作者
KIM, MY [1 ]
CHANG, SP [1 ]
KIM, SB [1 ]
机构
[1] SEOUL NATL UNIV, DEPT CIVIL ENGN, GWANAK GU, SEOUL 151742, SOUTH KOREA
关键词
D O I
10.1002/nme.1620372310
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An improved formulation for spatial stability and free vibration analysis of thin-walled elastic beams is presented by applying Hellinger-Reissner principle and introducing Vlasov's assumption. It includes shear deformation effects due to flexural shear and restrained warping stress, rotary inertia effects and bending-torsional coupling effects due to unsymmetric cross sections. Closed-form solutions for determining flexural-torsional buckling loads and natural frequencies of unsymmetric simply supported beam-columns subjected to eccentric axial force are newly derived and also, the tangent stiffness matrix and stability functions for symmetric thin-walled beam elements subjected to axial force are presented. In a companion paper,26 these analytic solutions are compared with the finite element solutions according to the increase of shear deformation effects.
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页码:4097 / 4115
页数:19
相关论文
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