Assessment of Stainless Steel Tubular T‐joints Under Chord Sidewall Failure Mode by a Semi‐analytical Formulation-Reference-Cited by-同舟云学术

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Assessment of Stainless Steel Tubular T‐joints Under Chord Sidewall Failure Mode by a Semi‐analytical Formulation

Published:2022-09 Issue:4 Volume:5 Page:574-583
ISSN:2509-7075
Container-title:ce/papers
language:en
Short-container-title:ce papers

Author:

Nogueira Mateus M.¹,de Lima Luciano R. O.²,da S. Vellasco Pedro C. G.²,Young Ben³

Affiliation:

1. PGECIV ‐ Civil Engineering Post‐Graduate Program UERJ – State University of Rio de Janeiro Brazil

2. Structural Engineering Department UERJ – State University of Rio de Janeiro Brazil

3. Department of Civil and Environmental Engineering The Hong Kong Polytechnic University Hong Kong China

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1793

Reference23 articles.

1. Web Crippling of Rectangular Hollow Sections

2. ANALYSIS OF WEB CRIPPLING IN A RECTANGULAR HOLLOW SECTION.

3. Z.Zhang Z.Shen X.Chen Nonlinear FEM analysis and experimental study of ultimate capacity of welded RHS joints. Proc Int. Symp. On Tubular Struct. Elsevier Applied Science Publishers 1989pp.232–240London England.

4. Experimental and numerical investigation of SHS truss T-joints reinforced with sidewall plates

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