Torsion of prismatic I-beams with partially restrained warping at the end supports: Bending analogy method-Reference-Cited by-同舟云学术

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Torsion of prismatic I-beams with partially restrained warping at the end supports: Bending analogy method

Published:2019-02 Issue: Volume:180 Page:621-629
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Montoya-Vargas S.,Dario Aristizabal-Ochoa J.

Funder

National University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference44 articles.

1. Steel structures: design and behavior: emphasizing load and resistance factor design;Salmon,2009

2. Thin-walled elastic beams;Vlasov,1961

3. Theory of elastic stability;Timoshenko,2009

4. Torsion in thin-walled cold-formed steel beams;Gotluru;Thin-Walled Struct,2000

5. Feodosiev VI. Strength of Materials, Moscu; 1980 [in Spanish].

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2. Force and Microstructure Variation of SLM Prepared AlMgSc Samples during Three-Point Bending;Materials;2022-01-07

3. A harmonic approach to the non-uniform torsion of box girder with edge cantilevers by fully considering the secondary torsional moment deformation effect;Thin-Walled Structures;2021-10

4. Enriched beam finite element models with torsion and shear warping for the analysis of thin-walled structures;Thin-Walled Structures;2021-02

5. Major axis steel joint with additional plates subjected to torsion: Stiffness characterization;Engineering Structures;2020-10

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