Loss of Pressure Boundary through Buckling-Induced Fracture in the Ciudad Nezahualcóyotl Pipeline
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, California State Univ., Sacramento, CA 95819 (corresponding author).
2. Professor, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000173
Reference25 articles.
1. ABAQUS version 6.10 [Computer software]. Dassault Systèmes Simulia Providence RI.
2. American Lifeline Alliance (ALA). (2001). “Guidelines for the design of buried steel pipe.” FEMA Washington DC 75.
3. American Lifeline Alliance (ALA). (2005). “Design guidelines for seismic resistant water pipeline installations.” FEMA Washington DC 255.
4. On fracture locus in the equivalent strain and stress triaxiality space
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