Local buckling behavior of FRP thin-walled beams: A mechanical model

被引：27

作者：

Ascione, Luigi ^{[1
]}

Berardi, Valentino Paolo ^{[1
]}

Giordano, Antonella ^{[1
]}

Spadea, Saverio ^{[1
]}

机构：

[1] Univ Salerno, Dept Civil Engn, Salerno, Italy

来源：

COMPOSITE STRUCTURES | 2013年 / 98卷

关键词：

FRP; Local buckling; Thin-walled beams; Finite element analysis; SHEAR DEFORMATION; DESIGN; PLATES; TESTS;

D O I：

10.1016/j.compstruct.2012.10.049

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

A mechanical model able to predict the local buckling of pultruded FRP thin-walled beams and columns, taking into account the shear deformability of composite materials, is presented in this paper. The model is based on the individual analysis of the buckling of the components of the FRP profile, assumed as elastically restrained transversely isotropic plates. The analysis is developed within the hypotheses of small strains and moderate rotations. (c) 2012 Elsevier Ltd. All rights reserved.

引用

页码：111 / 120

页数：10

共 38 条

[1]

[Anonymous], 2004, INTRO NONLINEAR FINI, DOI DOI 10.1093/ACPROF:OSO/978019-8525295.003.0002

[2] Lateral buckling of pultruded FRP beams [J].