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contributor authorRafi L. Muhanna
contributor authorRobert L. Mullen
contributor authorHao Zhang
date accessioned2017-05-08T22:40:30Z
date available2017-05-08T22:40:30Z
date copyrightOctober 2005
date issued2005
identifier other%28asce%290733-9399%282005%29131%3A10%281102%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86009
description abstractA new approach for achieving guaranteed reliable results within the context of finite-element approximation of mechanical systems is developed. A reliable analysis requires that all the sources of uncertainty and errors be accommodated. The appropriateness of a partial differential equation to a given physical problem is beyond the scope of this work. Parameter uncertainty is treated as intervals in this work and guaranteed bounds on the “unknown” true solutions are obtained. In this paper an element-by-element penalty-based interval finite-element analysis of linear elastic structural mechanics and solid mechanics problem is introduced. Material and load uncertainties are handled simultaneously. Presented numerical examples illustrate the ability of the method to maintain very sharp solution enclosures even when the number of the interval parameters or the size of the problems is increased.
publisherAmerican Society of Civil Engineers
titlePenalty-Based Solution for the Interval Finite-Element Methods
typeJournal Paper
journal volume131
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2005)131:10(1102)
treeJournal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 010
contenttypeFulltext


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