Improved computation method in residual life estimation of structural components
Theoretical and applied mechanics, Tome 40 (2013) no. 2, p. 247 .

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This work considers the numerical computation methods and procedures for the fatigue crack growth predicting of cracked notched structural components. Computation method is based on fatigue life prediction using the strain energy density approach. Based on the strain energy density (SED) theory, a fatigue crack growth model is developed to predict the lifetime of fatigue crack growth for single or mixed mode cracks. The model is based on an equation expressed in terms of low cycle fatigue parameters. Attention is focused on crack growth analysis of structural components under variable amplitude loads. Crack growth is largely influenced by the effect of the plastic zone at the front of the crack. To obtain efficient computation model plasticity-induced crack closure phenomenon is considered during fatigue crack growth. The use of the strain energy density method is efficient for fatigue crack growth prediction under cyclic loading in damaged structural components. Strain energy density method is easy for engineering applications since it does not require any additional determination of fatigue parameters (those would need to be separately determined for fatigue crack propagation phase), and low cyclic fatigue parameters are used instead. Accurate determination of fatigue crack closure has been a complex task for years. The influence of this phenomenon can be considered by means of experimental and numerical methods. Both of these models are considered. Finite element analysis (FEA) has been shown to be a powerful and useful tool1,6 to analyze crack growth and crack closure effects. Computation results are compared with available experimental results.
DOI : 10.2298/TAM1302247M
Classification : 74R20 74R99
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Stevan M. Maksimović; Katarina S. Maksimović. Improved computation method in residual life estimation of structural components. Theoretical and applied mechanics, Tome 40 (2013) no. 2, p. 247 . doi : 10.2298/TAM1302247M. http://geodesic.mathdoc.fr/articles/10.2298/TAM1302247M/

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