Numerical Study of Longitudinal Bending in Buried GFRP Pipes Subjected to Lateral Earth Movements-Reference-Cited by-同舟云学术

Numerical Study of Longitudinal Bending in Buried GFRP Pipes Subjected to Lateral Earth Movements

Published:2017-02 Issue:1 Volume:8 Page:04016012
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Almahakeri Mohamed¹,Moore Ian D.²,Fam Amir³

Affiliation:

1. Lecturer, School of Engineering and Technology, Central Michigan Univ., Mount Pleasant, MI 48859 (corresponding author).

2. Professor and Canada Research Chair in Infrastructure Engineering, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000237

Reference37 articles.

1. ABAQUS v6.8 [Computer software]. Dassault Systèmes Waltham MA.

2. Fibre-reinforced plastic pipes and applications

3. Extending onshore pipeline repair to offshore steel risers with carbon–fiber reinforced composites

4. Longitudinal bending and failure of GFRP pipes buried in dense sand under relative ground movement;Almahakeri M.;J. Compos. Constr.,2012

5. Experimental investigation of longitudinal bending of buried steel pipes pulled through dense sand;Almahakeri M.;J. Pipeline Syst. Eng. Pract.,2013

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