2006
DOI: 10.1007/s00773-005-0203-4
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Effect of pitting corrosion on the ultimate strength of steel plates subjected to in-plane compression and bending

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Cited by 105 publications
(47 citation statements)
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“…Value of the equivalent thickness is almost independent of the loading mode: from pure compression, through different combinations of compression and bending, up to pure bending [5]. Nakai and co-workers have compared these values of equivalent thickness to the values evaluated by tensile test, where the following proportion is valid: t e /t 0 = σ u / σ u0 (1) where t 0 is the original plate thickness, σ u and σ u0 are the nominal UTS for the plate with and without pits, respectively.…”
Section: Ultimate Strength Of Structural Modelsmentioning
confidence: 94%
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“…Value of the equivalent thickness is almost independent of the loading mode: from pure compression, through different combinations of compression and bending, up to pure bending [5]. Nakai and co-workers have compared these values of equivalent thickness to the values evaluated by tensile test, where the following proportion is valid: t e /t 0 = σ u / σ u0 (1) where t 0 is the original plate thickness, σ u and σ u0 are the nominal UTS for the plate with and without pits, respectively.…”
Section: Ultimate Strength Of Structural Modelsmentioning
confidence: 94%
“…Lateral-torsional buckling of whole hold frames, and local buckling and fracture of web and face plates in the lower parts of hold frames, is damage typically seen in the hold frames of bulk carriers [5]. Therefore extensive program of FE analyses has been realized [5] with square plates containing conical corrosion pits (aspect ratio depth-to-width of pit equal to 0.125) of different size and distribution.…”
Section: Ultimate Strength Of Structural Modelsmentioning
confidence: 99%
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