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ARTICLE
Transient coupled thermoelastic crack analysis in functionally graded materials1
1 In memory of Prof. Dr.-Ing. F.-G. Buchholz
2 Department of Civil Engineering, University of Siegen, D-57068 Siegen, Germany
3 Institute of Construction and Architecture, Slovak Academy of Sciences, 84503 Bratislava, Slovakia
Structural Durability & Health Monitoring 2010, 6(3&4), 329-350. https://doi.org/10.3970/sdhm.2010.006.329
Abstract
In this paper, transient crack analysis in two-dimensional, isotropic, continuously non-homo -ge -neous and linear elastic functionally graded materials is presented. A boundary-domain element method based on boundary-domain integral representations is developed. The Laplace-transform technique is utilized to eliminate the dependence on time. Laplace-transformed fundamental solutions of linear coupled thermoelasticity for isotropic, homogeneous and linear elastic solids are applied to derive boundary-domain integral equations. The numerical implementation is performed by using a collocation method for the spatial discretization. The time-dependent numerical solutions are obtained by the Stehfest's inversion algorithm. For an edge crack in a finite domain under thermal shock, the dynamic stress intensity factors are presented and discussed.Keywords
Cite This Article
Ekhlakov, A., Khay, O., Zhang, C., Sladek, J., Sladek, V. (2010). Transient coupled thermoelastic crack analysis in functionally graded materials1. Structural Durability & Health Monitoring, 6(3&4), 329–350.