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contributor authorD. T. Nguyen
contributor authorJ. S. Arora
date accessioned2017-05-08T23:13:56Z
date available2017-05-08T23:13:56Z
date copyrightOctober, 1982
date issued1982
identifier issn1050-0472
identifier otherJMDEDB-28003#861_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96150
description abstractIn this paper, the problem of fail-safe design of complex structural systems is considered. A substructural formulation for this class of design problems is presented. Constraints are imposed on stresses, deflections, natural frequency, and member sizes. It is shown that a structure can be designed to withstand the projected future damage. It is also shown that the substructural formulation offers computational advantage for both structural analysis and design sensitivity analysis parts of an optimal design algorithm. Fail-safe designs of open truss and closed helicopter tailbooms are obtained using a program developed based on the substructural formulation.
publisherThe American Society of Mechanical Engineers (ASME)
titleFail-Safe Optimal Design of Complex Structures With Substructures
typeJournal Paper
journal volume104
journal issue4
journal titleJournal of Mechanical Design
identifier doi10.1115/1.3256449
journal fristpage861
journal lastpage868
identifier eissn1528-9001
keywordsDesign
keywordsDesign sensitivity analysis
keywordsDeflection
keywordsStructural analysis
keywordsStress
keywordsTrusses (Building) AND Algorithms
treeJournal of Mechanical Design:;1982:;volume( 104 ):;issue: 004
contenttypeFulltext


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