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Evaluation of Fatigue Damage Accumulation Functions for Delamination Initiation and PropagationThe present report follows on the cohesive fatigue damage model methodology proposed in NASA-TP-2018-219838. In that report, an empirical function describing the incremental damage due to cyclic loading was used to calculate fatigue damage within a cohesive formulation. The form of the function was developed such that, when integrated at a constant stress amplitude from no damage to failure, it produces a life versus load response that is consistent with an S-N diagram. Therefore, the parameters of the damage model could be obtained by fitting the model predictions to an S-N diagram. The finite element analyses performed demonstrate that the cohesive fatigue accumulation function provides a link between the S-N diagram that describes crack initiation, and the Paris law that characterizes the rate of crack propagation. However, when the model was proposed, it was not known whether the form of the damage accumulation function associated with a desired S-N diagram is unique and, if not, if the link between S-N and the Paris law is unique and independent of the fatigue function selected. In the effort described herein, several alternative forms of the damage function that reproduce the desired features of S-N diagrams were found and evaluated. The effects of each of these functions on the predicted parameters of the Paris law and the propagation threshold are discussed. The results indicate that the predicted exponent m of the Paris law is indeed independent of the damage accumulation function. However, different functions predict different values for the pre-factor C of the Paris law. Therefore, the proper damage accumulation function must be selected by comparison with experiments. One of the new damage accumulation functions proposed herein was found to be particularly useful for analysis because of the ease with which the model parameters can be determined with a minimal amount of experimental information. The effectiveness of the proposed methodology and damage function was demonstrated by conducting analyses of a double cantilever beam test, a mixed-mode bending test, and a three-point bending test of a skin/doubler specimen. The results indicate that the same set of model parameters can provide accurate predictions of the rate of fatigue crack propagation for a variety of material interfaces, mode mixities, load levels, and stress ratios.
Document ID
20200003113
Acquisition Source
Langley Research Center
Document Type
Technical Publication (TP)
Authors
Carlos G. Davila
(Langley Research Center Hampton, Virginia, United States)
Cheryl A. Rose
(Langley Research Center Hampton, Virginia, United States)
Gretchen B. Murri
(Langley Research Center Hampton, Virginia, United States)
Wade C. Jackson
(Langley Research Center Hampton, Virginia, United States)
William M. Johnston
(Science and Technology Corporation (United States) Hampton, Virginia, United States)
Date Acquired
April 29, 2020
Publication Date
April 1, 2020
Subject Category
Structural Mechanics
Report/Patent Number
NF1676L-36100
NASA/TP–2020-220584
L-21138
Funding Number(s)
WBS: 081876.02.07.18.01.03.02
CONTRACT_GRANT: 80LARC17C0003
Distribution Limits
Public
Copyright
Public Use Permitted.
Technical Review
NASA Peer Committee
Keywords
Cohesive elements
Crack propagation rate
Delamination
dkin/stiffener debonding
Fatigue
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