Chord-end RHS-to-RHS and CHS-to-CHS X-connections with rigid cap plates: Stress concentration factors-Reference-Cited by-同舟云学术

Chord-end RHS-to-RHS and CHS-to-CHS X-connections with rigid cap plates: Stress concentration factors

Published:2021-04 Issue: Volume:179 Page:106567
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Sun Min,Tousignant Kyle,Ziaei Nejad Ali,Daneshvar Sara

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

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

Reference36 articles.

1. Hollow Structural Section Connections and Trusses – A Design Guide;Packer,1997

2. Design guide for circular hollow section (CHS) joints under predominantly static loading;Wardenier,2008

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

4. ISO 14346:2013, Static Design Procedure for Welded Hollow Section Joints – Recommendations, Geneva, Switzerland;ISO (International Organization for Standardization),2013

5. ANSI/AISC;AISC (American Institute of Steel Construction),2016

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1. Stress concentration factors for RHS-to-RHS T-type moment-loaded end connections;Thin-Walled Structures;2024-10

2. SCFs for CHS-to-CHS T- and X-type moment-loaded end connections: Proposal for formulae;Journal of Constructional Steel Research;2024-07

3. Effects of galvanizing on residual stresses and stress concentrations in RHS X- and T-Connections;Engineering Structures;2023-06

4. Prequalifying Criteria for Hollow Structural Steel [HSS] Truss Connections;Lecture Notes in Civil Engineering;2023