Abstract
Corrosion is one of the detrimental phenomena which reduces strength of structures. It is common practice to assume a uniform thickness reduction for general corrosion. Since the actual corroded plate has rough surfaces, to estimate the remaining strength of corroded structures, typically a much higher level of accuracy is required. The main aim of present work is to study plastic collapse load of corroded steel plates with irregular surfaces under tension. Non-linear finite element method by using computer code ANSYS was employed to determine plastic collapse load. By comparing the results with uniform thickness assumption, a reduction factor was proposed. It is found that by uniform thickness assumption, plastic collapse load of corroded plates are overestimated.
Similar content being viewed by others
References
Bruneau M and Zahrai S M 1997 Effect of severe corrosion on cyclic ductility of steel. J. Struct. Eng. 123(11): 1478–1486
Chen Y Y, Tzeng H J, Wei L I and Shih H C 2005 Mechanical properties and corrosion resistance of low-alloy steels in atmospheric conditions containing chlortide. Mat. Sci. Eng. A 398: 47–59
Guo J, Wang G, Ivanov L and Perakis N 2008 Time varying ultimate strength of aging tanker deck plate considering corrosion effect. Mar. Struct. 21: 402–419
Mateus A F andWitz J A 1998 On the post buckling of corroded steel plates used in marine structure. RINA Transactions 140: 165–183
Nakai T, Matsushita H and Yamamoto N 2006 Effect of pitting corrosion on the ultimate strength of steel plates subjected to in-plane compression and bending. J. Mar. Sci. Technol. 11: 52–56
Rahbar Ranji Ahmad 2001 Stress analysis of a randomly undulated plate due to corrosion in marine structures. Ph.D. thesis, Yokohama National University
Zuraski P D and Johnson J E 1990 Fatigue strength of deteriorated steel highway bridges. J. Struct. Eng. 116(10): 2671–2690
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
AHMAD, R.R. Plastic collapse load of corroded steel plates. Sadhana 37, 341–349 (2012). https://doi.org/10.1007/s12046-012-0084-2
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12046-012-0084-2