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contributor authorW. J. Stronge
date accessioned2017-05-09T01:37:28Z
date available2017-05-09T01:37:28Z
date copyrightSeptember, 1974
date issued1974
identifier issn0021-8936
identifier otherJAMCAV-26015#604_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/164378
description abstractThe transient motion of a simply supported, rigid-plastic beam in response to uniformly distributed pressure pulses of arbitrary shape is considered. The objective is to determine the pulse shape that will maximize the residual deflection at the center of the beam subject to certain load constraints. Results for two constraints are determined. When a specified impulse is applied to the beam an impulsive load causes the largest deflection. When a specified amount of work is done on the beam the deflection is maximized by limiting the maximum pressure so only the static collapse deformation mode occurs. This result is independent of pulse shape. These conclusions are supported by comparisons of the deformation due to triangular, exponentially decreasing and double rectangular pressure pulses.
publisherThe American Society of Mechanical Engineers (ASME)
titleEfficient Pulse Shapes to Plastically Deform Beams
typeJournal Paper
journal volume41
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3423356
journal fristpage604
journal lastpage608
identifier eissn1528-9036
keywordsShapes
keywordsDeflection
keywordsPressure
keywordsDeformation
keywordsStress
keywordsImpulse (Physics)
keywordsCollapse AND Motion
treeJournal of Applied Mechanics:;1974:;volume( 041 ):;issue: 003
contenttypeFulltext


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