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- W647491533 abstract "Compression tests were conducted on single-cell and multiple- cell box sections with plate width-to-thickness (b/t) ratios ranging from 48 to 96. Local plate buckling occurred at stresses as low as 5 percent of the yield stress, whereas the ultimate compression stress ranged rom 38 to 72 per cent of the yield stress. These critical stresses were not significantly affected by the length of the specimen, the number of cells, the boundary conditions, or lateral load. Simple empirical design equations based only on b/t gave estimates of the collapse strength within five percent in all cases. Finite-element analyses were able to predict the significant reserve load-carrying capacity and ductility after ultimate load, which was dependant on specimen length." @default.
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- W647491533 date "1993-01-01" @default.
- W647491533 modified "2023-09-27" @default.
- W647491533 title "COMPRESSION STABILITY OF HIGH-STRENGTH CELLULAR DOUBLE-HULL SHIP STRUCTURE" @default.
- W647491533 hasPublicationYear "1993" @default.
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