This paper aims to numerically analyse the ultimate strength of transversely cracked steel plates under longitudinal compressive loading, considering the effect of initial distortion as well. The main objective of this study is to investigate the ultimate compressive strength characteristics of an unstiffened steel plate due to transverse cracking damages located in the middle (i.e. centre cracks and edge cracks). To achieve that, a series of non-linear finite element (FE) analyses are carried out using ANSYS commercial finite element code. The obtained FE results are discussed to indicate the amount of crack influence, in terms of its length and location, on the ultimate compressive strength of a steel plate element with different thicknesses.
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ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering
June 8–13, 2014
San Francisco, California, USA
Conference Sponsors:
- Ocean, Offshore and Arctic Engineering Division
ISBN:
978-0-7918-4543-1
PROCEEDINGS PAPER
On the Ultimate Compressive Strength of Transversely Cracked Plates
Abbas Bayatfar,
Abbas Bayatfar
University of Liege, Liège, Belgium
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Timothee Pire,
Timothee Pire
University of Liege, Liège, Belgium
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Philippe Rigo
Philippe Rigo
University of Liege, Liège, Belgium
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Abbas Bayatfar
University of Liege, Liège, Belgium
Timothee Pire
University of Liege, Liège, Belgium
Philippe Rigo
University of Liege, Liège, Belgium
Paper No:
OMAE2014-24668, V04BT02A056; 8 pages
Published Online:
October 1, 2014
Citation
Bayatfar, A, Pire, T, & Rigo, P. "On the Ultimate Compressive Strength of Transversely Cracked Plates." Proceedings of the ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. Volume 4B: Structures, Safety and Reliability. San Francisco, California, USA. June 8–13, 2014. V04BT02A056. ASME. https://doi.org/10.1115/OMAE2014-24668
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