Advanced Numerical Modeling of Cracked Tubular K Joints: BEM and FEM Comparison-Reference-Cited by-同舟云学术

Advanced Numerical Modeling of Cracked Tubular K Joints: BEM and FEM Comparison

Published:2012-05 Issue:3 Volume:17 Page:432-442
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Borges L.¹,Chiew S. P.²,Nussbaumer A.³,Lee C. K.²

Affiliation:

1. BG Consulting Engineers, Avenue de Cour 61, CP 241, 1001, Lausanne, Switzerland (corresponding author).

2. School of Civil and Environmental Engineering, Nanyang Technological Univ., 50, Nanyang Ave., Singapore 639798.

3. EPFL, Swiss Federal Institute of Technology of Lausanne, ICOM—Steel Structures Laboratory, School of Architecture, Civil and Environmental Engineering, 1015 Lausanne, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000274

Reference23 articles.

1. AASHTO/American Welding Society (AWS). (2010). “Bridge welding code.” AASHTO/AWS D1.5M/D1.5 6th Ed. Washington DC.

2. Acevedo C. and Nussbaumer A. (2009). “Residual stress estimation of welded tubular K-joints under fatigue loads.” Proc. 12th Int. Conf. on Fracture (CD ROM) Elboujdaini M. ed. Ottawa Canada.

3. American Welding Society (AWS). (2008). ANSI/AWS D1.1/D1.1M-2008 structural welding code-steel Miami.

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