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- W2349133908 abstract "WT5BZ]The time variation reliability analysis based on ultimate strength of corroding ship girders is presented in this paper. A simplified method of computing the ultimate value of the longitudinal bending moment at the midsections of ship girders is introduced bringing the effective width of plating from Guedes Soares [1] and beam column formula from Hughes [2] together. ‘Failure’ occurs when the combined value of stillwater and wave induced bending moments exceeds the ultimate strength of ship primary hulls. The Ferry Borges method is applied to combine the two stochastic processes of stillwater and wave induced bending moments. An effective response surface approach is used to evaluate the failure function at checking points and a modified Monte Carlo simulation technique is applied to evaluate the failure probability. The time variation realiability of a VLCC tanker and the uncertainty effects in design variables (including stillwater and wave induced bending moments, yielding strengths, elastic modulus and residual deflections) and in the modeling errors (including combined loading and strength) are quantified. The purpose of this analysis is to discover the information, which can be used for risk assessment relative to decisions on corrosion margins and on steel replacement during the ship′s life by ship owners." @default.
- W2349133908 created "2016-06-24" @default.
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- W2349133908 date "2000-01-01" @default.
- W2349133908 modified "2023-09-25" @default.
- W2349133908 title "Time-variation Reliability Analysis based on Ultimate Strength of Corroding Ship Girders" @default.
- W2349133908 hasPublicationYear "2000" @default.
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