Stress and Strain Concentration Factors of Completely Overlapped Tubular K(N) Joints-Reference-Cited by-同舟云学术

Stress and Strain Concentration Factors of Completely Overlapped Tubular K(N) Joints

Published:2003-01 Issue:1 Volume:129 Page:21-29
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gho W. M.¹,Fung T. C.²,Soh C. K.³

Affiliation:

1. Assistant Professor, School of Civil and Structural Engineering, Nanyang Technological Univ., Singapore 639798.

2. Associate Professor, School of Civil and Structural Engineering, Nanyang Technological Univ., Singapore 639798.

3. Professor, School of Civil and Structural Engineering, Nanyang Technological Univ., Singapore 639798.

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%282003%29129%3A1%2821%29

Reference26 articles.

1. API RP2A. (1993). Recommended practice for planning designing and constructing fixed offshore structures American Petroleum Institute 20th Ed. Washington D.C.

2. AWS. (1994). Structural welding code—steel American Welding Society ANSI/AWS D1.1-94 14th Ed. Miami.

3. de Back J. (1987). “The design aspects and fatigue behavior of tubular joints.” Proc. 3rd Int. ECSC Offshore Conf. on Steel in Marine Struct. Vol. 3 Amsterdam The Netherlands 205–223.

4. DEn. (1984). Offshore installation: Guidance on design and construction Dept. of Energy Her Magesty’s Stationery Office London.

5. Overlapped K Joints in Circular Hollow Sections Under Axial Loading (An Investigation of the Factors Affecting the Static Strength Using Numerical Modeling)

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