Simulating crack initiation and failure in a multilayer composite: Effective-strength distribution in a unidirectional reinforced composite
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Summary
A unidirectionally reinforced composite is considered, whose components are homogeneous in elastic properties but stochastically inhomogeneous in strength parameters. The material is represented as a continuous set of structural elements composed of fiber segments, matrix, and adhesive layers. A combined theoretical and experimental approach has been used to determine the microstrength distribution parameters for rectangular specimens having thin notches, which includes an analytical calculation on the state of strain and the determination of structural element dimensions, as well as experimental determination of the failure load and statistical processing.
Keywords
Statistical Processing Elastic Property Crack Initiation Experimental Determination Experimental Approach
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Literature cited
- 1.M. V. Delyavs'kii, “Simulating crack growth and failure in a multilayer composite: a vector model for a composite material,” Fiz.-Khim. Mekh. Mater., No. 1, 22–26 (1990).Google Scholar
- 2.S. G. Lekhnitskli, Anisotropic Plates [in Russian], Gostekhiazdat, Moscow (1957).Google Scholar
- 3.M. V. Delyavskii, L. T. Berezhnitskii, V. T. Perevozchikov, and L. I. Onyshko, “Stress concentrations in reinforced plates containing curvilinear holes with small radii of curvature at the vertices,” Teor. Prikl. Mekh., No. 16, 41–44 (1985).Google Scholar
- 4.L. T. Berezhnitskii, M. V. Delyavskii, and L. I. Onyshko, “An approach to estimating the stresses in an anisotropic sheet material containing a crack,” Fiz.-Khim. Mekh. Mater., No. 2, 62–66 (1987).Google Scholar
- 5.Handbook on Probability Theory and Mathematical Statistics [in Russian], Nauka, Moscow (1985).Google Scholar
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© Plenum Publishing Corporation 1990