Tests and Design of Aluminum Tubular Sections Subjected to Concentrated Bearing Load-Reference-Cited by-同舟云学术

Tests and Design of Aluminum Tubular Sections Subjected to Concentrated Bearing Load

Published:2009-07 Issue:7 Volume:135 Page:806-817
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhou Feng¹²³,Young Ben¹²³,Zhao Xiao-Ling¹²³

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong (corresponding author).

3. Professor, Dept. of Civil Engineering, Monash Univ., Victoria 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%29ST.1943-541X.0000015

Reference28 articles.

1. Australian/New Zealand Standard (AS/NZS). (1997). “Aluminium structures—Part 1: Limit state design.” AS/NZS 1664.1:1997 Standards Australia Sydney Australia.

2. ASTM. (1997). “Standard test methods for tension testing of metallic materials.” E 8M-97 West Conshohocken Pa.

3. Beshara B. (1999). “Web crippling of cold-formed steel members.” MSc thesis Univ. of Waterloo Waterloo Canada.

4. Bhakta B. H. LaBoube R. A. and Yu W. W. (1992). “The effect of flange restraint on web crippling strength.” Civil Engineering Study 92-1 Cold-Formed Steel Series Final Rep. Univ. of Missouri-Rolla Rolla Mo.

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