Inelastic initial local buckling of skew thin thickness-tapered plates with and without intermediate supports using the isoparametric spline finite strip method

被引：21

作者：

Lotfi, S. ^{[1
]}

Azhari, M. ^{[1
]}

Heidarpour, A. ^{[2
]}

机构：

[1] Isfahan Univ Technol, Dept Civil Engn, Esfahan, Iran

[2] Monash Univ, Dept Civil Engn, Melbourne, Vic 3800, Australia

来源：

THIN-WALLED STRUCTURES | 2011年 / 49卷 / 11期

关键词：

Initial local buckling; Inelastic buckling analysis; Isoparametric spline finite strip method; Skew plates; Thin plates; Tapered plates; WALLED STRUCTURES; FLAT;

D O I：

10.1016/j.tws.2011.07.013

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper, skew isotropic plates subjected to in-plane loadings are analyzed using a stability analysis based on the isoparametric spline finite strip method, which includes inelasticity. Using this method, the initial inelastic local buckling of skew plates with or without intermediate line supports is studied based on Ramberg-Osgood representation of the stress-strain curve using the deformation theory of plasticity. Stiffness and stability matrices are formulated by energy expressions using the small deflection theory. The effect of tapered section on the local buckling of skew plates is taken into account. Finally, the inelastic local buckling loads of these plates are obtained and the results are compared with known solutions in the literature. (C) 2011 Elsevier Ltd. All rights reserved.

引用

页码：1475 / 1482

页数：8

共 35 条

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[2]

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[3]

ARGYRIS JH, 1966, P MATR METH STRUCT M, P11

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