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RESEARCH PAPERS: Offshore Mechanics

Elasto-Plastic Response of Pipes Under External Pressure and Bending

[+] Author and Article Information
C. J. Tay, S. L. Toh

Department of Mechanical and Production Engineering, National University of Singapore, Kent Ridge, Singapore

J. Offshore Mech. Arct. Eng 110(2), 148-153 (May 01, 1988) (6 pages) doi:10.1115/1.3257043 History: Received April 22, 1987; Online October 30, 2009

Abstract

The collapse of thin cylindrical pipes subject to combined bending moment and external pressure has been studied. Nonlinear finite deflection thin shell theory is employed in the elastic solution. The analysis is extended to include the plastic behavior with the assumption of linear work-hardening material. Results are presented for various geometric material and load configurations.

Copyright © 1988 by ASME
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