Lateral-torsional buckling of thin-walled composite I-beams by the finite difference method-Reference-Cited by-同舟云学术

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Lateral-torsional buckling of thin-walled composite I-beams by the finite difference method

Published:1992-02 Issue:2 Volume:2 Page:91-104
ISSN:0961-9526
Container-title:Composites Engineering
language:en
Short-container-title:Composites Engineering

Author:

Mottram J.T.

Publisher

Elsevier BV

Subject

General Engineering

Reference26 articles.

1. Lateral buckling analysis of beams by finite element method;Attard;Comp. Struct,1986

2. A Vlasov theory for fiber-reinforced beams with thin-walled open cross sections;Bauld;Int. J. Solids Struct,1984

3. The stability and strength of slender beams;Flint;Engineering,1950

4. The incorporation of truncated Fourier series into finite difference approximation of structural stability equations;Hannah;Comp. Struct,1978

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1. Buckling analysis of thin-walled laminated composite or functionally graded sandwich I-beams using a refined beam theory;Mechanics Based Design of Structures and Machines;2024-06-30

2. Lateral-Torsional Buckling of a Bidirectional Exponentially Graded Thin-Walled C-Shaped Beam;Mechanics of Composite Materials;2022-03

3. Non-uniform fiber-resin distributions of pultruded GFRP profiles;Composites Part B: Engineering;2022-02

4. Vibration and buckling optimization of thin-walled functionally graded open-section beams;Thin-Walled Structures;2022-01

5. Design Criteria for Pultruded Structural Elements;Encyclopedia of Materials: Composites;2021

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