2006
DOI: 10.1016/j.tws.2006.07.007
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Crack analysis in orthotropic media using the extended finite element method

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Cited by 123 publications
(53 citation statements)
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References 23 publications
(32 reference statements)
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“…This is similar to the unidirectional orthotropic enrichment functions previously proposed by Asadpoure et al [39]:…”
Section: Orthotropic Interface Enrichmentssupporting
confidence: 90%
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“…This is similar to the unidirectional orthotropic enrichment functions previously proposed by Asadpoure et al [39]:…”
Section: Orthotropic Interface Enrichmentssupporting
confidence: 90%
“…The SIFs are compared with the results reported by Kim and Paulino [70] and Asadpoure et al [39] and Asadpoure and Mohammadi [41] in Table I. Kim and Paulino [70] used a total of 2001 elements and 5851 nodes while Asadpoure et al [39] and Asadpoure and Mohammadi [41] utilized the XFEM with different orthotropic enrichment functions for a crack in an orthotropic medium, using an adaptive mesh, refined around the crack, with 2025 four-noded quadrilateral elements and 2116 nodes.…”
Section: Tensile Orthotropic Plate With a Central Crackmentioning
confidence: 99%
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“…This is despite the fact that such a method, which has been shown to perform efficiently for damage tolerance assessment of complex structures [16], [17], [18] and also holds promise for the analysis of the durability of composite materials by virtue of its ability to describe arbitrary crack growth without remeshing and with relatively coarse meshes. The most significant contributions in the area of orthotropic materials have come from [19], [20], [21] who developed new crack tip enrichment functions to effectively capture the crack tip displacement fields within linear elastic orthotropic materials. Further developments in dynamics allowed the study of propagation in orthotropic materials using XFEM [22].…”
Section: Introductionmentioning
confidence: 99%
“…(1) are specified in Eq. (2) by means of polar coordinates (r, θ) at the crack tip and the functions α 1 , α 2 , g 1 , and g 2 given in [3]. They depend on the angle θ and the entries C pqrs of the orthotropic elastic stiffness tensor.…”
Section: Extended Finite Element Methodsmentioning
confidence: 99%