A simplified approach to flange curling of edge stiffened channel beams under pure bending-Reference-Cited by-同舟云学术

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A simplified approach to flange curling of edge stiffened channel beams under pure bending

Published:1998-07 Issue:7 Volume:40 Page:695-709
ISSN:0020-7403
Container-title:International Journal of Mechanical Sciences
language:en
Short-container-title:International Journal of Mechanical Sciences

Author:

Seah L.K.,Fok W.C.,Tan S.H.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference4 articles.

1. Hildebrand, F. B. and Reissner, E., Least work analysis of the problem of shear lag in box beams. NACA Technical Note 893, 1940.

2. Winter, G., Stress distribution in and equivalent width of flanges of wide, thin–wall steel beams. NACA Technical Note No.784, 1940.

3. Shear lag in tension panels and box beams;Tate,1950

4. British Standards Institition,B.S.5950:PT 5. 1987, Code of Practice For Design of Cold Formed Sections. BSI, London. 1987.

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Nonlinear Bending Response and Buckling of Channel Section Beams of Finite Length under Minor-Axis Pure Bending;Advances in Structural Engineering;2015-07

2. Nonlinear instability analyses of channel-section beams subjected to minor-axis pure bending;International Journal of Mechanical Sciences;2013-08

3. Rotation capacity and steel members classification criteria in seismic zones;Pollack Periodica;2007-08

4. An investigation on the bending and curl-forming process of leads in integrated circuit packaging by the finite element method;The Journal of Strain Analysis for Engineering Design;2006-04-01

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