Mean stress effects on random fatigue of nonlinear structures

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dc.contributor.author Sweitzer, Karl
dc.contributor.author Ferguson, N.S.
dc.date.accessioned 2009-07-29T15:43:56Z
dc.date.available 2009-07-29T15:43:56Z
dc.date.issued 2005-07
dc.identifier.uri http://hdl.handle.net/1850/10339
dc.description Conference proceedings from the twelfth international congress on sound and vibration. en_US
dc.description.abstract Random fatigue analysis techniques have concentrated on linear structures that exhibit symmetric stress range probability density functions (PDF). In narrowband response and broadband random response it is assumed that the bending stress range PDF is symmetric and has zero mean stress. Structures that can exhibit geometrical nonlinearity, under large deflections, typically introduce membrane effects, which are additional positive tensile stresses that tend to skew the stress range PDF. This paper investigates fatigue analysis approaches that include mean stress effects and show how they can be applied to nonlinear random vibration problems. en_US
dc.language.iso en_US en_US
dc.publisher Twelfth International Congress on Sound and Vibration en_US
dc.title Mean stress effects on random fatigue of nonlinear structures en_US
dc.type Proceedings en_US

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