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- W2261082265 abstract "Changes to the in-plane stiffness of stiffened plates with out-of plane distortion (dishing) may have a significant role in the structural behaviour of ships. For example, bulk cargo carriers that have been in service for some time will have dished upper bottom floors. This dishing is caused by the repeated impact of heavy cargo, and by mechanical grabs and bulldozers used to clean up the hold floor. The resulting deformations to the steel floor have the form of a series of unevenly dished plates between the floor stringers. The stress state of a dished, stiffened-plate was calculated using both linear and geometrically non-linear finite element analysis. Two simplified patterns of the observed dishing were used: uniform dishing and chequerboard (alternate) dishing. The stress state resulting from these two kinds of dishing was calculated and compared for different amounts of maximum depth of dishing. It was found that there was no appreciable difference between the results generated by the linear and non-linear analysis. For floor systems with an aspect ratio of 3:1 in the longitudinal direction with respect to the frame support and initial deformations approaching plate thickness the local stiffness decreases substantially with increasing amount of dishing. The chequerboard pattern generated a greater reduction of average stresses for the same depth of dishing." @default.
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- W2261082265 date "1996-01-01" @default.
- W2261082265 modified "2023-09-27" @default.
- W2261082265 title "Stress Analysis of Dished Stiffened Plates" @default.
- W2261082265 hasPublicationYear "1996" @default.
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