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    Estimating Lower Bound Limit Loads for Structures Subjected to Multiple Loads

    Source: Journal of Pressure Vessel Technology:;2015:;volume( 137 ):;issue: 004::page 41205
    Author:
    Hari Manoj Simha, C.
    ,
    Adibi
    DOI: 10.1115/1.4029793
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: It is shown that the extended variational theorem of Mura et al. (1965, “Extended Theorems of Limit Analysis,â€‌ Q. Appl. Math., 23(2), pp. 171–179) can be applied to structures subjected to more than one load and be used to compute lower bound limit load multipliers. In particular, the multiplier proposed by Simha and AdibiAsl (2011, “Lower Bound Limit Load Estimation Using a Linear Elastic Analysis,â€‌ ASME J. Pressure Vessel Technol., 134(2), p. 021207), which can be computed using an elastic stress field, is shown to be a lower bound. Furthermore, it is demonstrated that lower bound limit load for cracked structures may also be computed using a subvolume selection method. No iterations or elastic modulus adjustment are required. Several analytical and numerical examples that illustrate the procedure are presented.
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      Estimating Lower Bound Limit Loads for Structures Subjected to Multiple Loads

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    contributor authorHari Manoj Simha, C.
    contributor authorAdibi
    date accessioned2017-05-09T01:23:06Z
    date available2017-05-09T01:23:06Z
    date issued2015
    identifier issn0094-9930
    identifier otherpvt_137_04_041205.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/159486
    description abstractIt is shown that the extended variational theorem of Mura et al. (1965, “Extended Theorems of Limit Analysis,â€‌ Q. Appl. Math., 23(2), pp. 171–179) can be applied to structures subjected to more than one load and be used to compute lower bound limit load multipliers. In particular, the multiplier proposed by Simha and AdibiAsl (2011, “Lower Bound Limit Load Estimation Using a Linear Elastic Analysis,â€‌ ASME J. Pressure Vessel Technol., 134(2), p. 021207), which can be computed using an elastic stress field, is shown to be a lower bound. Furthermore, it is demonstrated that lower bound limit load for cracked structures may also be computed using a subvolume selection method. No iterations or elastic modulus adjustment are required. Several analytical and numerical examples that illustrate the procedure are presented.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEstimating Lower Bound Limit Loads for Structures Subjected to Multiple Loads
    typeJournal Paper
    journal volume137
    journal issue4
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.4029793
    journal fristpage41205
    journal lastpage41205
    identifier eissn1528-8978
    treeJournal of Pressure Vessel Technology:;2015:;volume( 137 ):;issue: 004
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
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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
    yabeshDSpacePersian