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    Blast Design-Basis Threat Uncertainty and Its Effects on Probabilistic Risk Assessment

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2015:;Volume ( 001 ):;issue: 004
    Author:
    M. Campidelli
    ,
    W. W. El-Dakhakhni
    ,
    M. J. Tait
    ,
    W. Mekky
    DOI: 10.1061/AJRUA6.0000823
    Publisher: American Society of Civil Engineers
    Abstract: At present, the deterministic approach to blast-resistant design appears to be the prevalent philosophy in practice, as suggested by the notion of design-basis threat (DBT) outlined by the ASCE/SEI 59-11. In this study, it is argued that even in the case of a clearly defined blast scenario, the resulting loading parameters can show a remarkably high degree of uncertainty, as corroborated by data from arena tests. Therefore, future standards should integrate a DBT definition guided by probabilistic risk assessment (PRA), in order to extend the general principles of limit state design philosophy to blast-resistant design. This paper investigates the sources of the variability observed in key blast wavefront metrics, including the peak pressure, specific impulse, positive phase duration, and decay coefficient. This objective is accomplished by quantifying and propagating the uncertainty associated with several input parameters, such as the mass of explosive, equivalent TNT–mass factor, pressure transducer and specimen positions relative to the explosive charge, and atmospheric conditions. All input parameters are modeled as random variables and the wavefront metrics are subsequently calculated via the Kingery and Bulmash model and corrected for nonstandard ambient conditions. The input uncertainties are propagated through the computations using the Monte Carlo method and the resulting confidence intervals, estimated for each selected DBT, are compared with corresponding arena test measurements. Within the context of the test program presented herein, it is found that the considered input parameters partially account for the discrepancies between test data and predicted wavefront metrics, whose uncertainty is largely controlled by the equivalent TNT–mass factor. In addition, it is found that the input uncertainty is significantly amplified by the structural response model, which reveals a significant variability in the response predicted for the specimens considered in this study.
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      Blast Design-Basis Threat Uncertainty and Its Effects on Probabilistic Risk Assessment

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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorM. Campidelli
    contributor authorW. W. El-Dakhakhni
    contributor authorM. J. Tait
    contributor authorW. Mekky
    date accessioned2017-05-08T22:34:44Z
    date available2017-05-08T22:34:44Z
    date copyrightDecember 2015
    date issued2015
    identifier other50174435.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82989
    description abstractAt present, the deterministic approach to blast-resistant design appears to be the prevalent philosophy in practice, as suggested by the notion of design-basis threat (DBT) outlined by the ASCE/SEI 59-11. In this study, it is argued that even in the case of a clearly defined blast scenario, the resulting loading parameters can show a remarkably high degree of uncertainty, as corroborated by data from arena tests. Therefore, future standards should integrate a DBT definition guided by probabilistic risk assessment (PRA), in order to extend the general principles of limit state design philosophy to blast-resistant design. This paper investigates the sources of the variability observed in key blast wavefront metrics, including the peak pressure, specific impulse, positive phase duration, and decay coefficient. This objective is accomplished by quantifying and propagating the uncertainty associated with several input parameters, such as the mass of explosive, equivalent TNT–mass factor, pressure transducer and specimen positions relative to the explosive charge, and atmospheric conditions. All input parameters are modeled as random variables and the wavefront metrics are subsequently calculated via the Kingery and Bulmash model and corrected for nonstandard ambient conditions. The input uncertainties are propagated through the computations using the Monte Carlo method and the resulting confidence intervals, estimated for each selected DBT, are compared with corresponding arena test measurements. Within the context of the test program presented herein, it is found that the considered input parameters partially account for the discrepancies between test data and predicted wavefront metrics, whose uncertainty is largely controlled by the equivalent TNT–mass factor. In addition, it is found that the input uncertainty is significantly amplified by the structural response model, which reveals a significant variability in the response predicted for the specimens considered in this study.
    publisherAmerican Society of Civil Engineers
    titleBlast Design-Basis Threat Uncertainty and Its Effects on Probabilistic Risk Assessment
    typeJournal Paper
    journal volume1
    journal issue4
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.0000823
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2015:;Volume ( 001 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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