Enhanced model including moment-rotation dependency for stability of thin-walled structures-Reference-Cited by-同舟云学术

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Enhanced model including moment-rotation dependency for stability of thin-walled structures

Published:2020-03-03 Issue:2 Volume:21 Page:73-95
ISSN:1550-2287
Container-title:International Journal for Computational Methods in Engineering Science and Mechanics
language:en
Short-container-title:International Journal for Computational Methods in Engineering Science and Mechanics

Author:

Gendy Atef S.¹,Marzouk Samir S.¹

Affiliation:

1. Structural Eng. Dept., Faculty of Engineering, Cairo University, Giza, Egypt

Publisher

Informa UK Limited

Subject

Computational Mathematics,Computational Mechanics

Link

https://www.tandfonline.com/doi/pdf/10.1080/15502287.2020.1729897

Reference26 articles.

1. Effective modelling of spatial buckling of beam assemblages, accounting for warping constraints and rotation-dependency of moments

2. Accuracy Enhancement of Hybrid/Mixed Models for Thin-Walled Beam Assemblages

3. C. K. Chin, F. G. A. Al-Brmani, and S. Kitipornchai, “Finite Element Method for Buckling Analysis of Plate Structures,”J. Struct. Eng-Asce., vol. 119, pp. 1048–1068, 1993. DOI: 10.1061/(ASCE)0733-9445(1993)119:4(1048).

4. Shear-flexible models for spatial buckling of thin-walled curved beams

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