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contributor authorJulius Miklowitz
date accessioned2017-05-08T23:34:37Z
date available2017-05-08T23:34:37Z
date copyrightDecember, 1960
date issued1960
identifier issn0021-8936
identifier otherJAMCAV-25565#681_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108055
description abstractThe problem solved is that of an infinite plate subjected to a suddenly applied concentrated transverse shear load. The solution is derived from a plate theory that incorporates, in addition to bending, the effect of shear force and rotatory inertia on the deflection. These added effects give the present theory true wave character along with greater accuracy in the waves predicted. Numerical evaluation of the solution brings out the effects of dispersion and distortion on the moment and shear-force response of the plate. A criterion is developed for judging the accuracy of this response. It is based on a comparison, employing the stationary phase method, of the present approximate and exact (three-dimensional) theories.
publisherThe American Society of Mechanical Engineers (ASME)
titleFlexural Stress Waves in an Infinite Elastic Plate Due to a Suddenly Applied Concentrated Transverse Load
typeJournal Paper
journal volume27
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3644082
journal fristpage681
journal lastpage689
identifier eissn1528-9036
keywordsStress
keywordsWaves
keywordsElastic plates
keywordsShear (Mechanics)
keywordsForce
keywordsInertia (Mechanics) AND Deflection
treeJournal of Applied Mechanics:;1960:;volume( 027 ):;issue: 004
contenttypeFulltext


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