2004
DOI: 10.1016/s0167-6636(03)00010-3
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A rigorous analytical method for doubly periodic cylindrical inclusions under longitudinal shear and its application

Abstract: An infinite elastic solid containing a doubly periodic parallelogrammic array of cylindrical inclusions under longitudinal shear is studied. A rigorous and effective analytical method for exact solution is developed by using EshelbyÕs equivalent inclusion concept integrated with the new results from the doubly quasi-periodic Riemann boundary value problems. Numerical results show the dependence of the stress concentrations in such heterogeneous materials on the periodic microstructure parameters. The overall l… Show more

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Cited by 45 publications
(26 citation statements)
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“…Table 1 presents the normalized effective elastic modulus C * 44 /C (1) 44 , for perfect contact (K = 10 12 ) computed by the present model using AHM, the Finite Element Method proposed in this work and the results reported in Jiang et al [20]. The material parameters used for this calculation are C (2) 44 /C (1) 44 = 120 for Table 1 Effective elastic modulus obtained by Jiang et al [20], AHM-uniform interface and FEM for composites with perfect contact, square and hexagonal periodic cell and ratio (C (2) 44 /C (1) hexagonal and square periodic cell. Table 2 shows the behavior of the effective longitudinal shear elastic modulus C * 44 = C * 55 for the same arrangement of the periodic cell obtained by Jiang et al [20], the present model by AHM for void volume fraction (K = 10 −12 ) and the Finite Element Method.…”
Section: Analysis Of Resultsmentioning
confidence: 98%
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“…Table 1 presents the normalized effective elastic modulus C * 44 /C (1) 44 , for perfect contact (K = 10 12 ) computed by the present model using AHM, the Finite Element Method proposed in this work and the results reported in Jiang et al [20]. The material parameters used for this calculation are C (2) 44 /C (1) 44 = 120 for Table 1 Effective elastic modulus obtained by Jiang et al [20], AHM-uniform interface and FEM for composites with perfect contact, square and hexagonal periodic cell and ratio (C (2) 44 /C (1) hexagonal and square periodic cell. Table 2 shows the behavior of the effective longitudinal shear elastic modulus C * 44 = C * 55 for the same arrangement of the periodic cell obtained by Jiang et al [20], the present model by AHM for void volume fraction (K = 10 −12 ) and the Finite Element Method.…”
Section: Analysis Of Resultsmentioning
confidence: 98%
“…The material parameters used for this calculation are C (2) 44 /C (1) 44 = 120 for Table 1 Effective elastic modulus obtained by Jiang et al [20], AHM-uniform interface and FEM for composites with perfect contact, square and hexagonal periodic cell and ratio (C (2) 44 /C (1) hexagonal and square periodic cell. Table 2 shows the behavior of the effective longitudinal shear elastic modulus C * 44 = C * 55 for the same arrangement of the periodic cell obtained by Jiang et al [20], the present model by AHM for void volume fraction (K = 10 −12 ) and the Finite Element Method. The matrix shear modulus used is C (1) 44 = 30 GPa.…”
Section: Analysis Of Resultsmentioning
confidence: 99%
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“…Among the works on the analytical solution, the representative ones that should be mentioned are those of Nemat-Nasser and Hori (1993), Meguid and Zhong (1997), Deng and Meguid (1999), Zhong and Meguid (1999), Jiang et al (2004), Shtrikman (1962, 1963) and later publications, Budiansky (1965), Eshelby (1957) and later publications, Chen and Lee (2002) as well as Buryachenko (2007). Analytical solutions are either limited to very simple geometries such as elliptical inclusions or require high level of mathematical competence.…”
Section: Introductionmentioning
confidence: 99%
“…In a series of papers, Sabina et al (2002 and references therein) employed Weierstrassian elliptic functions to solve static problems using the MAH for materials of various symmetry and for transversely isotropic phases. Eigenstrain methods (see Nemat-Nasser & Hori 1999) have also been applied in the static context by Jiang et al (2004).…”
Section: Introductionmentioning
confidence: 99%