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contributor authorW. Prager
contributor authorJ. E. Taylor
date accessioned2017-05-09T00:05:00Z
date available2017-05-09T00:05:00Z
date copyrightMarch, 1968
date issued1968
identifier issn0021-8936
identifier otherJAMCAV-25866#102_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/125279
description abstractThe paper presents a uniform method of treating a variety of problems of optimal design of sandwich structures. The design procedure consists of two steps: The integration of an optimality condition, which is a differential equation for the optimal displacement field that does not involve any design parameters, and the subsequent determination of the optimal distribution of elastic stiffness or plastic resistance from the usual differential equations of the structure. Optimal elastic design for maximum stiffness, maximum fundamental frequency, or maximum buckling load, and optimal plastic design for maximum safety are treated as examples.
publisherThe American Society of Mechanical Engineers (ASME)
titleProblems of Optimal Structural Design
typeJournal Paper
journal volume35
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3601120
journal fristpage102
journal lastpage106
identifier eissn1528-9036
keywordsStructural optimization
keywordsDesign
keywordsDifferential equations
keywordsStiffness
keywordsSafety
keywordsElectrical resistance
keywordsStress
keywordsBuckling
keywordsDisplacement AND Sandwich structures
treeJournal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001
contenttypeFulltext


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