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    Elastodynamic Potential Method for Transversely Isotropic Solid

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 010
    Author:
    Mohammad Rahimian
    ,
    Morteza Eskandari-Ghadi
    ,
    Ronald Y. Pak
    ,
    Ali Khojasteh
    DOI: 10.1061/(ASCE)0733-9399(2007)133:10(1134)
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical formulation is presented for the determination of the displacements, strains, and stresses in a three-dimensional transversely isotropic linearly elastic medium. By means of a complete representation using two displacement potentials, it is shown that the governing equations of motion for this class of problems can be uncoupled into a fourth-order and a second-order partial differential equation in terms of the spatial and time coordinate under general conditions. Compatible with Fourier expansions and Hankel transforms in a cylindrical coordinate system, the formulation includes a complete set of transformed displacement-potential, strain-potential, and stress-potential relations that can be useful in a variety of elastodynamic as well as elastostatic problems. As an illustration of the application of the method, the solution for a half-space under the action of arbitrarily distributed, time-harmonic surface traction is derived, including its specialization to uniform patch loads and point forces. To confirm the accuracy of the numerical evaluation of the integrals involved, numerical results are also included for cases of different degree of the material anisotropy, frequency of excitation, and compared with existing solutions.
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      Elastodynamic Potential Method for Transversely Isotropic Solid

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/86343
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    contributor authorMohammad Rahimian
    contributor authorMorteza Eskandari-Ghadi
    contributor authorRonald Y. Pak
    contributor authorAli Khojasteh
    date accessioned2017-05-08T22:41:03Z
    date available2017-05-08T22:41:03Z
    date copyrightOctober 2007
    date issued2007
    identifier other%28asce%290733-9399%282007%29133%3A10%281134%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86343
    description abstractA theoretical formulation is presented for the determination of the displacements, strains, and stresses in a three-dimensional transversely isotropic linearly elastic medium. By means of a complete representation using two displacement potentials, it is shown that the governing equations of motion for this class of problems can be uncoupled into a fourth-order and a second-order partial differential equation in terms of the spatial and time coordinate under general conditions. Compatible with Fourier expansions and Hankel transforms in a cylindrical coordinate system, the formulation includes a complete set of transformed displacement-potential, strain-potential, and stress-potential relations that can be useful in a variety of elastodynamic as well as elastostatic problems. As an illustration of the application of the method, the solution for a half-space under the action of arbitrarily distributed, time-harmonic surface traction is derived, including its specialization to uniform patch loads and point forces. To confirm the accuracy of the numerical evaluation of the integrals involved, numerical results are also included for cases of different degree of the material anisotropy, frequency of excitation, and compared with existing solutions.
    publisherAmerican Society of Civil Engineers
    titleElastodynamic Potential Method for Transversely Isotropic Solid
    typeJournal Paper
    journal volume133
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2007)133:10(1134)
    treeJournal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 010
    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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