Numerical Modeling of Buried Steel Pipe Subjected to Impact Load

Author:

Tavakoli Mehrjardi Gholamhosein1,Karimi Mahmoud2

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Kharazmi Univ., Tehran 15719-14911, Iran (corresponding author).

2. Postgraduate Student, Dept. of Civil Engineering, Faculty of Engineering, Kharazmi Univ., Tehran 15719-14911, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference29 articles.

1. ALA (American Lifelines Alliance). 2001. Guidelines for the design of buried steel pipe. Washington, DC: ALA.

2. Investigation of the impact behavior of steel and composite pipes with protective layer

3. Antoniou A. A. P. N. Psarropoulos and P. D. Karvelis. 2012. “Impact of rockfalls on buried pipelines.” In Proc. 7th Pipeline Technology Conf. Houston: Baker Hughes.

4. API (American Petroleum Institute). 2007. Steel pipeline crossing railroads and highways. API RP-1102. 7th ed. Washington, DC: API.

5. ASCE Task Committee on Thrust Restraint Design of Buried Pipelines. 2014. “Soil parameters for assessing axial and transverse behavior of restrained pipelines—Part 1: Axial behavior.” In Proc. Pipelines 2014: From Underground to the Forefront of Innovation and Sustainability 1834–1848. Reston VA: ASCE.

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