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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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