2022
DOI: 10.1016/j.camwa.2022.04.012
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Assessment of the flat-top stable GFEM for free vibration analysis

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Cited by 5 publications
(2 citation statements)
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“…] n j dΓ (23) and W (1,2) is the interaction strain energy: W (1,2) = 𝜎 (1) ij 𝜀 (2) ij = 𝜎 (2) ij 𝜀 (1) ij . The Interaction Integral of Equation ( 23) can be rewritten as an equivalent domain form by the multiplication of the integrand by a smooth weight function q and further application of the Divergence Theorem:…”
Section: Ijmentioning
confidence: 99%
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“…] n j dΓ (23) and W (1,2) is the interaction strain energy: W (1,2) = 𝜎 (1) ij 𝜀 (2) ij = 𝜎 (2) ij 𝜀 (1) ij . The Interaction Integral of Equation ( 23) can be rewritten as an equivalent domain form by the multiplication of the integrand by a smooth weight function q and further application of the Divergence Theorem:…”
Section: Ijmentioning
confidence: 99%
“…To overcome the ill-conditioning problems, Babuška and Banerjee 15 proposed a modification to the G/XFEM, called Stable Generalized Finite Element Method (SGFEM). SGFEM and its variations have been applied to several problems of fracture mechanics, [16][17][18][19][20][21] interfaces, 22 dynamics 23 and to handle cohesive crack propagation simulations. 24 Another disadvantage of G/XFEM may be the imposition of boundary conditions.…”
Section: Introductionmentioning
confidence: 99%