Local Web Buckling of Composite (FRP) Beams

被引：10

作者：

Tarjan, Gabriella ^{[1
]}

Sapkas, Akos ^{[1
]}

Kollar, Laszlo P. ^{[1
]}

机构：

[1] Budapest Univ Technol & Econ, Dept Mech Mat & Struct, H-1117 Budapest, Hungary

来源：

JOURNAL OF REINFORCED PLASTICS AND COMPOSITES | 2010年 / 29卷 / 10期

关键词：

local buckling; composite beam; approximation; web buckling; orthotropic; CLOSED CROSS-SECTIONS; STRUCTURAL MEMBERS; COLUMNS; SHAPES;

D O I：

10.1177/0731684409105083

中图分类号：

TB33 [复合材料];

学科分类号：

摘要：

Local buckling analysis of thin-walled open or closed section fiber-reinforced plastic beams is presented. In the analysis, the web is modeled as a long orthotropic plate with rotationally restrained edges. Explicit expressions were developed for the buckling analyses of rectangular (long) plates in a companion paper. These results are applied to develop explicit expressions for the calculation of the web buckling of beams with thin-walled cross sections. At last, the applicability of the method is demonstrated by numerical examples and the results are verified by finite element calculations.

引用

页码：1451 / 1462

页数：12

共 13 条

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