Stability of web plates in W-shape columns accounting for flange/web interaction-Reference-Cited by-同舟云学术

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Stability of web plates in W-shape columns accounting for flange/web interaction

Published:2009-06 Issue:6-7 Volume:47 Page:768-775
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Bedair O.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference43 articles.

1. Uber Die Tragfahigkeit Eines Langsbelasteten Plattenstreifens Nach Uberschreiten Der Beullast;Marguerre;Zeitschrift fur angewandte Mathematic und Mechanik,1937

2. Marguerre K. The apparent width of plate in compression. NACA TN. 833, 1937.

3. Theory of elastic stability;Timoshenko,1961

4. Cox HL. Buckling of thin plates in compression. R. & M. no. 1554., British A. R. C., 1933.

5. The application of the theory of stability in structural design;Cox;Journal of Royal Aeronautics Society,1958

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1. Evaluation of Rotation Capacity and Bauschinger Effect Coefficient of I-Shaped Beams Considering Loading Protocol Influences;Buildings;2024-05-11

2. Elastic local buckling coefficients of I-shaped beams considering flange–web interaction;Thin-Walled Structures;2024-02

3. Local buckling behaviour of high strength steel and hybrid I-sections under axial compression: Numerical modelling and design;Thin-Walled Structures;2023-10

4. Elastic Local Buckling of I-Sections under Axial Compression Incorporating Web–Flange Interaction;Buildings;2023-07-27

5. Elastic local buckling strength of I-beam cantilevers subjected to bending moment and shear force based on flange–web interaction;Thin-Walled Structures;2021-05

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