INSTABILITY OF AN ANGLE SECTION BEAM UNDER AN APPLIED BENDING MOMENT

被引：9

作者：

MECK, HR

机构：

[1] Avco Corporation, Missile Systems Division, Wilmington, MA

来源：

INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES | 1969年 / 11卷 / 02期

关键词：

D O I：

10.1016/0020-7403(69)90005-8

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

Analytical solutions are obtained for buckling of a thin-walled symmetrical angle section beam, loaded by a bending moment in the plane of symmetry. Instability can occur either by deformation of the section or by torsional buckling. Both possibilities are considered, and simple formulae are derived which can be used to predict the buckling load. © 1969.

引用

页码：199 / &

共 5 条

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PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1952, 214 (1116) :98-&

[2]

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[3]

ENGEL HL, 1950, 8 STANF U DIV ENG ME

[4]

Goodier J, 1942, J APPL MECH, V9, P103

[5]

Timoshenko S. P., 1961, THEORY ELASTIC STABI

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