Damage accumulation in random loads.

An equivalent constant amplitude fatigue loading (Miner's stress) is developed for stationary random amplitude loadings. The effects of rainflow cycle counting and fatigue crack closure are included. A method for determining the opening stress in a random loading is also proposed. This research...

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Main Author: Perng, Horng-Linn.
Other Authors: Ortiz, Keith
Language:en
Published: The University of Arizona. 1989
Subjects:
Online Access:http://hdl.handle.net/10150/184822
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spelling ndltd-arizona.edu-oai-arizona.openrepository.com-10150-1848222015-10-23T04:30:19Z Damage accumulation in random loads. Perng, Horng-Linn. Ortiz, Keith Wirsching, Paul H. Kececioglu, Dimitri Materials -- Fatigue. Fracture mechanics. An equivalent constant amplitude fatigue loading (Miner's stress) is developed for stationary random amplitude loadings. The effects of rainflow cycle counting and fatigue crack closure are included. A method for determining the opening stress in a random loading is also proposed. This research takes a fatigue damage factor approach. The damage factor is defined as the ratio of the wide band rainflow fatigue damage to the equivalent narrow band fatigue damage. The mathematical form of the damage factor equations is derived from theoretical derivations using the analytically tractable local range cycle counting method. Simulations of stationary Gaussian random processes are used to empirically derive the values of certain parameters dependent on the spectral shape for the rainflow cycle counting equations. There are five tasks in this research. (1) A simulation program for generating a Gaussian process has been written and is used to generate random loading histories for this study. (2) A previously proposed rainflow damage factor has been verified and refined with these simulations, without considering crack closure. (3) Using a sinusoidal approximation, the joint probability density functions between peaks, valleys and rises counted by the local range method are derived. (4) The resulting joint probability distributions are used to determine the theoretical damage with crack closure; simulations are again used to calibrate the parameters for rainflow stress cycles. (5) A procedure for finding an equivalent constant fatigue crack opening stress for stationary random loadings is described. An example application of the procedures and equations is given. 1989 text Dissertation-Reproduction (electronic) http://hdl.handle.net/10150/184822 703274099 9004973 en Copyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author. The University of Arizona.
collection NDLTD
language en
sources NDLTD
topic Materials -- Fatigue.
Fracture mechanics.
spellingShingle Materials -- Fatigue.
Fracture mechanics.
Perng, Horng-Linn.
Damage accumulation in random loads.
description An equivalent constant amplitude fatigue loading (Miner's stress) is developed for stationary random amplitude loadings. The effects of rainflow cycle counting and fatigue crack closure are included. A method for determining the opening stress in a random loading is also proposed. This research takes a fatigue damage factor approach. The damage factor is defined as the ratio of the wide band rainflow fatigue damage to the equivalent narrow band fatigue damage. The mathematical form of the damage factor equations is derived from theoretical derivations using the analytically tractable local range cycle counting method. Simulations of stationary Gaussian random processes are used to empirically derive the values of certain parameters dependent on the spectral shape for the rainflow cycle counting equations. There are five tasks in this research. (1) A simulation program for generating a Gaussian process has been written and is used to generate random loading histories for this study. (2) A previously proposed rainflow damage factor has been verified and refined with these simulations, without considering crack closure. (3) Using a sinusoidal approximation, the joint probability density functions between peaks, valleys and rises counted by the local range method are derived. (4) The resulting joint probability distributions are used to determine the theoretical damage with crack closure; simulations are again used to calibrate the parameters for rainflow stress cycles. (5) A procedure for finding an equivalent constant fatigue crack opening stress for stationary random loadings is described. An example application of the procedures and equations is given.
author2 Ortiz, Keith
author_facet Ortiz, Keith
Perng, Horng-Linn.
author Perng, Horng-Linn.
author_sort Perng, Horng-Linn.
title Damage accumulation in random loads.
title_short Damage accumulation in random loads.
title_full Damage accumulation in random loads.
title_fullStr Damage accumulation in random loads.
title_full_unstemmed Damage accumulation in random loads.
title_sort damage accumulation in random loads.
publisher The University of Arizona.
publishDate 1989
url http://hdl.handle.net/10150/184822
work_keys_str_mv AT pernghornglinn damageaccumulationinrandomloads
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