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Simulation of the ultimate compressive strength of unstiffened rectangular plates
AbstractThis paper addresses the collapse strength of rectangular steel plates under uniaxial compressive stress. A set of typical patterns of initial distortions are simulated so as to represent a random sample of typical distortions in ship plating. The strength of the set of initially distorted plates is calculated using a non-linear finite element code. A Monte-Carlo simulation of the steel properties is performed and incorporated in the description of the plates to be calculated. The variability of the resulting ultimate plate strength was observed to depend on plate slenderness, thus confirming previous results from an analytically based approach.
Simulation of the ultimate compressive strength of unstiffened rectangular plates
AbstractThis paper addresses the collapse strength of rectangular steel plates under uniaxial compressive stress. A set of typical patterns of initial distortions are simulated so as to represent a random sample of typical distortions in ship plating. The strength of the set of initially distorted plates is calculated using a non-linear finite element code. A Monte-Carlo simulation of the steel properties is performed and incorporated in the description of the plates to be calculated. The variability of the resulting ultimate plate strength was observed to depend on plate slenderness, thus confirming previous results from an analytically based approach.
Simulation of the ultimate compressive strength of unstiffened rectangular plates
Guedes Soares, C. (author) / Kmiecik, M. (author)
Marine Structures ; 6 ; 553-569
1993-01-01
17 pages
Article (Journal)
Electronic Resource
English
Simulation of the Ultimate Compressive Strength of Unstiffened Rectangular Plates
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