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Investigation on Failure Behavior of Unflawed Steel Cylindrical Pressure Vessels Using FEA

Aseer Brabin (Faculty of Mechanical Engineering, C.S.I. Institute of Technology, Thovalai ‐ 629 302, India)
T. Christopher (Faculty of Mechanical Engineering, Government College of Engineering, Tirunelveli ‐ 627 007, India)
Nageswara Rao (Structural Analysis and Testing Group, Vikram Sarabhai Space Centre, Trivandrum ‐ 695 022, India)

Multidiscipline Modeling in Materials and Structures

ISSN: 1573-6105

Article publication date: 1 January 2009

272

Abstract

Finite element analysis (FEA) has been carried out utilizing the ANSYS software package to assess the failure of thick and thin‐walled steel cylindrical pressure vessels. A simple experimental stress analysis (ESA) procedure is described to evaluate the stress components on inner and outer surfaces of the vessels under internal pressure from the measured surface strains. The procedure is validated considering the strain values of FEA for the applied pressure as measured quantities and obtained the corresponding stress components considering the stress‐strain data of the material from ESA and compared with those of FEA results. Failure pressure estimates from FEA (based on the global plastic deformation) were found to be in good agreement with test results of thin as well as thick‐walled cylindrical vessels made of ductile steel materials.

Keywords

Citation

Brabin, A., Christopher, T. and Rao, N. (2009), "Investigation on Failure Behavior of Unflawed Steel Cylindrical Pressure Vessels Using FEA", Multidiscipline Modeling in Materials and Structures, Vol. 5 No. 1, pp. 29-42. https://doi.org/10.1108/15736105200900002

Publisher

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Emerald Group Publishing Limited

Copyright © 2009, Emerald Group Publishing Limited

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