Elastic local buckling strength of stiffened plate considering plate/stiffener interaction and welding residual stress

An analytical formula for estimating elastic local buckling strength of a continuous stiffened plate subjected to biaxial thrust is derived considering the influence of plate/stiffener interaction and welding residual stresses. Through a comparison of calculated results with those by FEM eigenvalue...

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Bibliographic Details
Published inMarine structures Vol. 12; no. 9; pp. 543 - 564
Main Authors Fujikubo, Masahiko, Yao, Tetsuya
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 1999
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Summary:An analytical formula for estimating elastic local buckling strength of a continuous stiffened plate subjected to biaxial thrust is derived considering the influence of plate/stiffener interaction and welding residual stresses. Through a comparison of calculated results with those by FEM eigenvalue analysis, high accuracy of the proposed formula is demonstrated. A series of buckling strength analyses is performed on the deck and bottom plating of actual ships. It has been found that: (1) In the case of stiffened plates in ordinary ships, an increase in the elastic local buckling strength as a result of stiffener torsional rigidity is almost compensated for by the influence of welding residual stresses. (2) For a thin plate under transverse thrust, higher elastic buckling strength can be expected than that specified in the classification societies’ rules by selecting an appropriate size for the stiffener.
Bibliography:ObjectType-Article-2
SourceType-Scholarly Journals-1
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content type line 23
ISSN:0951-8339
1873-4170
DOI:10.1016/S0951-8339(99)00032-5