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    Transient Response of Beam Under Initial Stress

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 010
    Author:
    David P. Thambiratnam
    DOI: 10.1061/(ASCE)0733-9399(1984)110:10(1544)
    Publisher: American Society of Civil Engineers
    Abstract: The effect of initial stress on the transient response of a beam subjected to impulsive end loading is investigated. This loading can be prescribed in the form of stress, strain, velocity or acceleration boundary conditions. The Timoshenko equations, modified to include the presence of initial stress, are used to model the beam. The analysis is based on the concept of a wave as a carrier of discontinuities in the field variable and its derivatives. These discontinuities are determined from a set of recurrence relations that are, in turn, generated by using time‐harmonic asymptotic series solutions to the equations of motion. The numerical results obtained confirm the influence of prestress on the transient velocity, bending moment, and shear force distributions in the beam. The results for zero initial stress compare favorably with those from a closed form solution, while the other results follow a particular trend. Solutions to problems with other boundary conditions can be obtained by using the present results.
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      Transient Response of Beam Under Initial Stress

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    contributor authorDavid P. Thambiratnam
    date accessioned2017-05-08T22:07:22Z
    date available2017-05-08T22:07:22Z
    date copyrightOctober 1984
    date issued1984
    identifier other%28asce%290733-9399%281984%29110%3A10%281544%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71764
    description abstractThe effect of initial stress on the transient response of a beam subjected to impulsive end loading is investigated. This loading can be prescribed in the form of stress, strain, velocity or acceleration boundary conditions. The Timoshenko equations, modified to include the presence of initial stress, are used to model the beam. The analysis is based on the concept of a wave as a carrier of discontinuities in the field variable and its derivatives. These discontinuities are determined from a set of recurrence relations that are, in turn, generated by using time‐harmonic asymptotic series solutions to the equations of motion. The numerical results obtained confirm the influence of prestress on the transient velocity, bending moment, and shear force distributions in the beam. The results for zero initial stress compare favorably with those from a closed form solution, while the other results follow a particular trend. Solutions to problems with other boundary conditions can be obtained by using the present results.
    publisherAmerican Society of Civil Engineers
    titleTransient Response of Beam Under Initial Stress
    typeJournal Paper
    journal volume110
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1984)110:10(1544)
    treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 010
    contenttypeFulltext
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