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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Published in | Marine structures Vol. 12; no. 9; pp. 543 - 564 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
1999
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Subjects | |
Online Access | Get full text |
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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. |
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Bibliography: | ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
ISSN: | 0951-8339 1873-4170 |
DOI: | 10.1016/S0951-8339(99)00032-5 |