Behavior of Cold Bend Pipes under Bending Loads-Reference-Cited by-同舟云学术

Behavior of Cold Bend Pipes under Bending Loads

Published:2011-05 Issue:5 Volume:137 Page:571-578
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sen M.¹²³,Cheng J. J. R.¹²³,Zhou J.¹²³

Affiliation:

1. Enbridge Pipelines Inc., 10201 Jasper Avenue, Edmonton, Canada T5J 3N7 (corresponding author).

2. Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, Canada T6G 2G7.

3. TransCanada Pipelines Ltd., 450-1st Street S.W., Calgary, Canada T2P 5H1.

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.0000219

Reference18 articles.

1. ASME. (1999). “Process piping—ASME code for pressure piping.” B31.3-1999 New York.

2. Behbahanifard M. (2004). “Simulation of cold bends by finite element method.” Proc. 5th Biennial Int. Pipeline Conf. ASME Calgary Alberta Canada 427–435.

3. Bilston P. and Murray N. (1993). “The role of cold field bending in pipeline construction.” 8th Symp. on Line Pipe Research American Gas Association Washington DC 27.

4. Large diameter pipe under combined loading;Bouwkamp G.;Transp. Engrg. J.,1973

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