Title of article
Ultimate strength of perforated steel plates under edge shear loading
Author/Authors
Paik، نويسنده , , Jeom Kee، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2007
Pages
6
From page
301
To page
306
Abstract
The aim of the present study is to investigate the ultimate strength characteristics of perforated steel plates under edge shear loading, which is a primary action type arising from cargo weight and water pressure in ships and ship-shaped offshore structures. The plates are considered to be simply supported along all (four) edges and kept straight. The cutout is circular and located at the center of the plate. A series of ANSYS nonlinear finite element analyses (FEA) are undertaken with varying the cutout size (diameter) as well as plate dimensions (plate aspect ratio and thickness). By the regression analysis of the FEA results obtained, a closed-form empirical formula for predicting the ultimate shear strength of perforated plates, which can be useful for first-cut strength estimations in reliability analyses or code calibrations, is derived. The accuracy of the ultimate strength formula developed is verified by a comparison with more refined nonlinear FEA results.
Keywords
Ships , Ship-shaped offshore structures , Perforated Plates , Ultimate strength , Elastic buckling , Edge shear loading , Empirical ultimate strength formula , Elastic–plastic buckling
Journal title
Thin-Walled Structures
Serial Year
2007
Journal title
Thin-Walled Structures
Record number
1492335
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