Behavior of beam web panel under opposite patch loading-Reference-Cited by-同舟云学术

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Behavior of beam web panel under opposite patch loading

Published:2013-04 Issue: Volume:83 Page:51-61
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Mezghanni O.,Averseng J.,Bouchaïr A.,Smaoui H.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. User manual — finite element software package Cast3m;Pasquet,1998

2. Uber die Knicksicherheit der Stege walzwerprofielen;Sommerfield;Seitf Math U Phys,1906

3. Buckling of thin plates under compressive and shearing stresses, Stephen Timoshenko Papers (SC0641);Timoshenko,1907

4. Theory of elastic stability;Timoshenko,1986

5. The effect of two isolated forces on the elastic stability of a flat rectangular plate;Legget,1937

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1. Compression zone with partial stiffeners in beam-to-column steel connections;Engineering Structures;2021-02

2. Elastic buckling analysis of plate girders stiffened with triangular cell flanges under patch loading;Structures;2021-02

3. Influence of patch load length on plate girders. Part II: Numerical research;Journal of Constructional Steel Research;2019-07

4. Influence of the patch loading length on the buckling coefficient of longitudinally stiffened plate girders;REV FAC ING-UNIV ANT;2019

5. Patch loading resistance of longitudinally stiffened girders – A systematic review;Thin-Walled Structures;2015-10

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