Unclad steel structures in chemical plant are susceptible to severe damage by corrosion. Their safety is dependent on effective inspection and maintenance. However, corrosion may occur in unexpected or concealed locations. A method for identifying the most critical members is proposed so that they may be inspected more carefully. The method is based on finding the sequence of damaged members that, if destroyed, would cause collapse but would require the least amount of energy to do so. A systematic search procedure is used, similar to shortest route algorithms in traffic engineering. The procedure is incorporated within a conventional finite element program, and therefore a wide range of structural forms may be analysed. It is shown that slender diagonal bracing members are the most vulnerable.
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May 2003
Research Article|
May 01 2003
Energy approach to assessing corrosion damaged structures Available to Purchase
J. W. Smith
J. W. Smith
Senior Lecturer
Department of Civil Engineering, University of Bristol
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Publisher: Emerald Publishing
Received:
April 08 2002
Accepted:
July 04 2002
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2003 Thomas Telford Ltd
2003
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2003) 156 (2): 121–130.
Article history
Received:
April 08 2002
Accepted:
July 04 2002
Citation
Smith JW (2003), "Energy approach to assessing corrosion damaged structures". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 156 No. 2 pp. 121–130, doi: https://doi.org/10.1680/stbu.2003.156.2.121
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