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contributor authorPatrick A. Tibbits
date accessioned2017-05-09T00:47:46Z
date available2017-05-09T00:47:46Z
date copyrightAugust, 2011
date issued2011
identifier issn1048-9002
identifier otherJVACEK-28914#044502_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/147949
description abstractGaussian time-varying loading induces Gaussian components of the stress tensor in a linear structure, where the loading is assumed stationary. For any stress component, finite element spectrum analysis obtains the standard deviation, and any percentile can be calculated as a multiple of the standard deviation. However, a yield criterion requires a percentile of von Mises stress. The distribution of von Mises stress arising from random vibration loading stymies closed-form characterization, but several algorithms estimate its percentiles. One algorithm treats combined random vibration and static loadings. This paper improves computational efficiency for special plane stress cases, e.g., combining finite element spectrum and static analyses of piping models. All the algorithms are applied to a simple test model. Results match Monte Carlo simulation. Computational efficiencies are evaluated and compared.
publisherThe American Society of Mechanical Engineers (ASME)
titleApplication of Algorithms for Percentiles of von Mises Stress From Combined Random Vibration and Static Loadings
typeJournal Paper
journal volume133
journal issue4
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4003682
journal fristpage44502
identifier eissn1528-8927
keywordsStress
keywordsAlgorithms
keywordsRandom vibration
keywordsShells AND Pipes
treeJournal of Vibration and Acoustics:;2011:;volume( 133 ):;issue: 004
contenttypeFulltext


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