Modifications to beam theory for bending and twisting of open-section composite beams-Reference-Cited by-同舟云学术

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Modifications to beam theory for bending and twisting of open-section composite beams

Published:1990-01 Issue:2 Volume:15 Page:93-114
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Bank Lawrence C.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference19 articles.

1. A beam theory for thin-walled composite beams;Bank;Comp. Sci. & Tech.,1988

2. Shear coefficients for thin-walled composite beams;Bank;Comp. Struct.,1987

3. Introduction to Composite Materials;Tsai,1980

4. Postbuckling of eccentric open section stiffened composite panels;Stein,1988

5. Theory of bending, torsion and buckling of thin-walled members of open cross section;Timoshenko;J. Franklin Institute,1945

Cited by 23 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. Derivation and Verification of Laminated Composite T-Beam Theory;Applied Sciences;2022-11-03

2. Evaluation of Laminated Composite Beam Theory Accuracy;Materials;2022-10-06

3. Flexural analysis of thin-walled laminated composite beams with arbitrary open sections and shear influence;Mechanics of Advanced Materials and Structures;2021-07-16

4. FRP Structural Profiles and Shapes;Wiley Encyclopedia of Composites;2012-07-20

5. Design, manufacture and analysis of a thermoplastic composite frame structure for mass transit;Composite Structures;2007-09

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