Buckling Analysis of Laminated Composite Plate on Tensionless Elastic Foundations Under Uniaxial Compression

被引：9

作者：

Dong, Jianghui ^{[1
]}

Ma, Xing ^{[1
]}

Yan Zhuge ^{[1
]}

Mills, Julie E. ^{[1
]}

机构：

[1] Univ South Australia, Sch Nat & Built Environm, Adelaide, SA 5095, Australia

来源：

INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS | 2018年 / 18卷 / 06期

关键词：

Laminated composite plate; contact buckling; tensionless elastic foundation; finite element analysis; REINFORCED-CONCRETE BEAMS; ORTHOTROPIC PLATES; RECTANGULAR-PLATES; STABILITY; SHEAR;

D O I：

10.1142/S0219455418500797

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper addresses the compressive local buckling behavior of an infinitely long laminated composite plate resting on a tensionless elastic foundation (Winkler foundation). The analytical solution to the contact buckling coefficient of a laminated composite plate is derived using a one-dimensional analytical method. Numerical examples are considered to investigate the influence of the ply angle and foundation stiffness on the contact buckling coefficients of laminated composite plates under uniaxial compression. The lateral boundary conditions including clamped and simply-supported edges are treated. Finally, finite element (FE) analysis is conducted to provide an independent check on the analytical solutions.

引用

页数：21

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