Effect of Monotonic and Cyclic Bending Deformations on NPS12 Wrinkled Steel Pipeline

Author:

Das Sreekanta1234,Cheng J. J.1234,Murray David W.1234,Nazemi Navid1234

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor, Ontario, Canada N9B 3P4 (corresponding author).

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

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

4. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor, Ontario, Canada N9B 3P4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. American Petroleum Institute (API). (2004). “Specification for line pipe.” API 5L American Petroleum Institute Washington D.C.

2. Bai Y. Knauf G. and Hillenbrand H.-G. (2000). “Materials and design of high strength pipelines.” Proc. 19th Int. Conf. on Offshore Mechanics and Arctic Engineering ASME 1–9.

3. British Standard Institution (BSI). (2004). “Code of practice for pipelines. Part 1: Steel pipelines on land.” British Standard Institution London.

4. Canadian Standard (CSA). (2003). “Oil and gas pipeline systems.” Z662-03 Canadian Standard Association Etobicoke Canada.

5. Das S. Cheng J. J. R. Murray D. W. Wilkie S. A. and Zhou Z. J. (2000). “Laboratory study of local buckling wrinkle development and strains for NPS12 line pipe.” Proc. Int. Pipeline Conf. OMAE Paper No. IPC00-0006 909–915.

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