Structural Behavior of Corroded Steel Pipes Subject to Axial Compression and Internal Pressure: Experimental Study-Reference-Cited by-同舟云学术

Structural Behavior of Corroded Steel Pipes Subject to Axial Compression and Internal Pressure: Experimental Study

Published:2013-01 Issue:1 Volume:139 Page:57-65
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dewanbabee Halima¹,Das Sreekanta²

Affiliation:

1. Research Assistant, Dept. of Civil and Environmental Engineering, Center for Engineering Research in Pipelines, Univ. of Windsor, 401 Sunset Ave., Windsor, ON, Canada N9B 3P4.

2. Associate Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, Center for Engineering Research in Pipelines, Univ. of Windsor, 401 Sunset Ave., Windsor, ON, Canada N9B 3P4 (corresponding author).

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.0000596

Reference20 articles.

1. An upper-bound approach to static stress analysis of pipelines

2. American Petroleum Institute (API). (2008). API 5L—Specifications for line pipe Washington DC.

3. ASME. (1991). ASME B31G—Manual for determining the remaining strength of corroded pipelines ASME New York.

4. Collapse capacity of corroded pipes under combined pressure, longitudinal force and bending;Bai Y.;Int. J. Offshore Polar Eng.,2001

5. Bruschi R. Monti P. Bolzoni G. and Tagliaferri R. (1995). “Finite element method as numerical laboratory for analysing pipeline under internal pressure axial load and bending moment.” Proc. Int. Conf. on Offshore Mechanics and Arctic Engineering Vol. 5 ASME New York 389–401.

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