Abstmtet-A probabilistic model for prediing fatigue crack growth rate and cycles to reach a given crack iength is presented. The stochastic chamcterixations of cmok growth parameters c and m in the Paris-Erdogan and Forman Iaws are investigated based upon crack growth experiments. According to the s
Probabilistic model of early fatigue crack growth
โ Scribed by V.V. Bolotin; A.A. Babkin; I.L. Belousov
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 534 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0266-8920
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โฆ Synopsis
A model is developed in this paper to describe the nucleation and early growth of fatigue cracks. Polycrystalline materials are modelled as a set of elements (grains) with random properties. It is assumed that the resistance to damage of neighboring elements is mutually independent and follows the same probability distribution, except for the elements situated near the surface whose resistance is lower and which are subjected to higher scattering. Damage accumulation in each element due to cyclic loading is considered, and an element is treated as ruptured when a critical damage level is attained; then the ruptured element is included in the cracked domain. The finite element technique is applied to realize the modelling. Numerical results exhibit all the principal features of early fatigue crack growth such as nonmonotonous change of crack growth rates, statistical scatter of crack dimensions and growth rates, and stabilization of the process when a considerable number of grains enter the cracked domain.
๐ SIMILAR VOLUMES
A new probabilistic model of fatigue crack growth is constructed in which the parameters are explicit functions of the stress intensity factor. There are two versions of this model. These models are applied to a set of fatigue crack growth data. Some comments are offered on the implications of these
It is well known to engineers that fatigue accounts for a majority of structural failures. In plain and reinforced concrete structures, fatigue may lead to excessive deformations, excessive crack widths, de-bonding of reinforcement and rupture of the reinforcement or matrix leading to structural col