A design methodology for side wall failure of RHS truss X-joints accounting for compressive chord pre-load-Reference-Cited by-同舟云学术

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A design methodology for side wall failure of RHS truss X-joints accounting for compressive chord pre-load

Published:2016-11 Issue: Volume:126 Page:689-702
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Cheng Shanshan,Becque Jurgen

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

1. Hollow sections in structural applications;Wardenier,2010

2. Design guide for rectangular hollow section (RHS) joints under predominantly loading;Packer,2009

3. Web crippling of rectangular hollow sections;Packer;J Struct Eng,1984

4. Deformation limit for the ultimate strength of hollow section joints;Lu,1994

5. Side-wall buckling of equal-width RHS truss X-joints (accepted);Becque;J Struct Eng,2016

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1. Experimental investigation of cold-formed stainless steel tubular T-joints with loaded chord;Journal of Constructional Steel Research;2024-09

2. Analytical resistance of the laterally offset rectangular hollow sections connections under concentrated force;Structures;2023-12

3. Experiments on local–distortional interaction buckling of cold-formed steel three-limbed built-up open-section columns;Thin-Walled Structures;2023-01

4. Semi-analytical formulation for stainless steel tubular T-joints chord sidewall failure;Thin-Walled Structures;2022-10

5. Assessment of Stainless Steel Tubular T‐joints Under Chord Sidewall Failure Mode by a Semi‐analytical Formulation;ce/papers;2022-09

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