Continuous Beams of Aluminum Alloy Tubular Cross Sections. I: Tests and FE Model Validation-Reference-Cited by-同舟云学术

Continuous Beams of Aluminum Alloy Tubular Cross Sections. I: Tests and FE Model Validation

Published:2015-09 Issue:9 Volume:141 Page:04014232
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Su Mei-Ni¹,Young Ben²,Gardner Leroy³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong; and Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, U.K. (corresponding author).

2. Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong.

3. Professor, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, U.K.

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.0001214

Reference34 articles.

1. ABAQUS Version 6.10-1 [Computer software]. Hibbit Karlsson & Sorensen Pawtucket RI.

2. CEN (European Committee for Standardization). (2007). “Eurocode 9: Design of aluminum structures—Part 1-1: General rules—General rules and rules for buildings.” BS EN 1999-1-1 Brussels Belgium.

3. Inelastic behaviour of I-shaped aluminium beams: numerical analysis and cross-sectional classification

4. Cross-Sectional Classification for Aluminum Beams—Parametric Study

5. Structural performance of cold-formed high strength stainless steel columns

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