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    Ultimate Compression Strength and Probabilistic Analysis of Stiffened Plates

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1997:;volume( 119 ):;issue: 004::page 270
    Author:
    Y. Pu
    ,
    P. K. Das
    ,
    D. Faulkner
    DOI: 10.1115/1.2829107
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In the paper, a formulation for predicting the ultimate strength of a stiffened plate is proposed by incorporating Guedes Soares’s formula, which gives the best prediction for unstiffened plates according to the calibration carried out recently by the authors, into Faulkner’s method (Faulkner et al., 1973). The proposed algorithm is then calibrated by using a considerable amount of experimental and numerical data. It is observed that: (a) The proposed method shows better prediction than Faulkner’s original method if only the experimental data (63 samples) are included in the calibration, the bias and COV of the model uncertainty of the proposed method are 0.992 and 0.099, respectively, while they are 1.039 and 0.143 for Faulkner’s original method, and the skewness of the proposed method is small (only −0.105 slope, which is defined as the slope of the regressed straight line on the plot of model uncertainty against predicted value). (b) On the whole, including experimental and numerical data, the results of the proposed method demonstrate more or less the same accuracy as that of the original Faulkner method with better bias and skewness, but slightly larger scatters than the original Faulkner method. In addition, the reliability analyses of stiffened plates are carried out by using advanced first-order second-moment method (AFOSM), the second-order reliability method (SORM), and Monte Carlo simulation to investigate the accuracy of the first and second-order methods. It is found that the difference between the two methods is so small that the values obtained from AFOSM are acceptable in practice, considering the nominal nature of the reliability index.
    keyword(s): Compressive strength , Plates (structures) , Reliability , Calibration , Uncertainty , Formulas , Tensile strength , Simulation AND Algorithms ,
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      Ultimate Compression Strength and Probabilistic Analysis of Stiffened Plates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/119185
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorY. Pu
    contributor authorP. K. Das
    contributor authorD. Faulkner
    date accessioned2017-05-08T23:54:23Z
    date available2017-05-08T23:54:23Z
    date copyrightNovember, 1997
    date issued1997
    identifier issn0892-7219
    identifier otherJMOEEX-28121#270_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119185
    description abstractIn the paper, a formulation for predicting the ultimate strength of a stiffened plate is proposed by incorporating Guedes Soares’s formula, which gives the best prediction for unstiffened plates according to the calibration carried out recently by the authors, into Faulkner’s method (Faulkner et al., 1973). The proposed algorithm is then calibrated by using a considerable amount of experimental and numerical data. It is observed that: (a) The proposed method shows better prediction than Faulkner’s original method if only the experimental data (63 samples) are included in the calibration, the bias and COV of the model uncertainty of the proposed method are 0.992 and 0.099, respectively, while they are 1.039 and 0.143 for Faulkner’s original method, and the skewness of the proposed method is small (only −0.105 slope, which is defined as the slope of the regressed straight line on the plot of model uncertainty against predicted value). (b) On the whole, including experimental and numerical data, the results of the proposed method demonstrate more or less the same accuracy as that of the original Faulkner method with better bias and skewness, but slightly larger scatters than the original Faulkner method. In addition, the reliability analyses of stiffened plates are carried out by using advanced first-order second-moment method (AFOSM), the second-order reliability method (SORM), and Monte Carlo simulation to investigate the accuracy of the first and second-order methods. It is found that the difference between the two methods is so small that the values obtained from AFOSM are acceptable in practice, considering the nominal nature of the reliability index.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleUltimate Compression Strength and Probabilistic Analysis of Stiffened Plates
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2829107
    journal fristpage270
    journal lastpage275
    identifier eissn1528-896X
    keywordsCompressive strength
    keywordsPlates (structures)
    keywordsReliability
    keywordsCalibration
    keywordsUncertainty
    keywordsFormulas
    keywordsTensile strength
    keywordsSimulation AND Algorithms
    treeJournal of Offshore Mechanics and Arctic Engineering:;1997:;volume( 119 ):;issue: 004
    contenttypeFulltext
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