01961nam a2200253Ia 4500 MX-MdCICY 20260521091312.0 CICY B-12302 A two-dimensional time-domain boundary element method for dynamic crack problems in anisotropic solids Engineering Fracture Mechanics, 75(6), p.1412-1430, 2008 A time-domain boundary element method (BEM)for transient dynamic crack analysis in two-dimensional, homogeneous, anisotropic and linear elastic solids is presented in this paper. Strongly singular displacement boundary integral equations (DBIEs)are applied on the external boundary of the cracked body while hypersingular traction boundary integral equations (TBIEs)are used on the crack-faces. The present time-domain method uses the quadrature formula of Lubich for approximating the convolution integrals and a collocation method for the spatial discretization of the time-domain boundary integral equations. Strongly singular and hypersingular integrals are dealt with by a regularization technique based on a suitable variable change. Discontinuous quadratic quarter-point elements are implemented at the crack-tips to capture the local square-root-behavior of the crack-opening-displacements properly. Numerical examples for computing the dynamic stress intensity factors are presented and discussed to demonstrate the accuracy and the efficiency of the present method. DYNAMIC CRACK ANALYSIS ANISOTROPIC ELASTIC SOLIDS 2D TIME-DOMAIN BEM COLLOCATION METHOD CONVOLUTION QUADRATURE Garcá-Sánchez, F. Zhang, C. Sáez, A. https://drive.google.com/file/d/16kTn55v5-FFqCrt2pd75mgmM7kv-KbHz/view?usp=drivesdk Para ver el documento ingresa a Google con tu cuenta: @cicy.edu.mx Loc REF1 250602s9999 xx |||||s2 |||| ||und|d 22451 22451 0 0 Loc 0 0 F1 CICY CICY RE 2025-06-25 0 B-12302 2025-06-25 15:38:50 2025-06-25 REF1