Fatigue Tests and Design of Welded T Connections in Thin Cold-Formed Square Hollow Sections Under In-Plane Bending-Reference-Cited by-同舟云学术

Fatigue Tests and Design of Welded T Connections in Thin Cold-Formed Square Hollow Sections Under In-Plane Bending

Published:2002-11 Issue:11 Volume:128 Page:1413-1422
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mashiri Fidelis Rutendo¹,Zhao Xiao-Ling²,Grundy Paul²

Affiliation:

1. Doctoral Candidate, Dept. of Civil Engineering, Monash Univ., Clayton, VIC, 3800, Australia.

2. Professor, Dept. of Civil Engineering, Monash Univ., Clayton, VIC, 3800, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282002%29128%3A11%281413%29

Reference30 articles.

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2. ASTM. (1991). “Standard practice for statistical analysis of linear or linearized stress-Life (S-N) and strain-life (ε-N) fatigue data.” ASTM Designation E739-91 ASTM Committee E-8 on Fatigue and Fracture American Society for Testing and Materials West Conshohocken Pa. 129–137.

3. ASTM. (2001). Standard specification for cold-formed welded and seamless carbon steel structural tubing in rounds and shapes-specification A500-01 American Society for Testing and Materials West Conshohocken Pa.

4. American Welding Society (AWS). (1998). Structural welding code-steel ANSI/AWS D1.1-98 American Welding Society Miami.

5. Committee for European Standardization (CEN). (1997). “Cold formed welded structural hollow sections of non-alloy and fine grain steels-Part 2: Tolerances dimensions and sectional properties.” EN10219-2: 1997 Committee for European Standardization (CEN) Brussels Belgium.

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