Longitudinal Bending and Failure of GFRP Pipes Buried in Dense Sand under Relative Ground Movement-Reference-Cited by-同舟云学术

Longitudinal Bending and Failure of GFRP Pipes Buried in Dense Sand under Relative Ground Movement

Published:2013-10 Issue:5 Volume:17 Page:702-710
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Almahakeri Mohamed¹,Fam Amir²,Moore Ian D.³

Affiliation:

1. Doctoral Student, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.

2. Professor and Canada Research Chair in Innovative and Retrofitted Structures, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author).

3. Professor and Canada Research Chair in Infrastructure Engineering, GeoEngineering Centre at Queen’s-RMC, Queen’s Univ., Kingston, ON, Canada K7L 3N6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000340

Reference34 articles.

1. Alexander C. R. and Francini B. (2006). “State of the art assessment of composite systems used to repair transmission pipelines.” Proc. 6th Int. Pipeline Conf. (IPC2006-10484).

2. Almahakeri M. Moore I. D. and Fam A. (2012). “The flexural behavior of buried steel and composite pipes pulled relative to dense sand: Experimental and numerical investigation.” Proc. 9th Int. Conf. on Pipelines (IPC2012) ASME New York.

3. American Lifelines Alliance (ALA). (2001). “Guidelines for the design of buried steel pipe.” ASCE Reston VA 〈http://www.americanlifelinesalliance.com/pdf/Update061305.pdf〉 (May. 06 2012).

4. ASTM. (2008). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D3039/D3039M West Conshohocken PA.

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