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BRIEF NOTES

A Symmetric Boundary Element Method/Finite Element Method Coupling Procedure for Two-Dimensional Elastodynamic Problems

[+] Author and Article Information
G. Y. Yu

School of Civil and Structural Engineering, Nanyang Technological University, Nanyang Avenue, Singapore 639798 e-mail: cgyyu@ntu.edu.sg

J. Appl. Mech 70(3), 451-454 (Jun 11, 2003) (4 pages) doi:10.1115/1.1571856 History: Received October 07, 2001; Revised December 17, 2002; Online June 11, 2003
Copyright © 2003 by ASME
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References

Sirtori,  S., 1979, “General Stress Analysis Method by Means of Integral Equations and Boundary Elements,” Meccanica, 14, pp. 210–218.
Maier, G., Novati, G., and Sirtori, S., 1990, On Symmetrization in Boundary Element Elastic-Plastic Analysis: Discretization Methods in Structural Mechanics, eds. G. Kuhn and H. Mang, Springer-Verlag, Berlin, pp. 191–200.
Bonnet,  M., Maier,  G., and Polizzotto,  C., 1998, “Symmetric Galerkin Boundary Element Methods,” Appl. Mech. Rev., 51(11), pp. 669–704.
Carini,  A., Diligent,  M., Maranesi,  P., and Zanella,  M., 1999, “Analytical Integrations for Two-Dimensional Elastic Analysis by the Symmetric Galerkin Boundary Element Method,” Computational Mech., Berlin, 23, pp. 308–323.
Tanaka,  M., Sladek,  V., and Sladek,  J., 1994, “Regularization Techniques Applied to Boundary Element Methods,” Appl. Mech. Rev., 47(10), pp. 457–499.
Gray,  L. J., and Martha,  L. F., 1990, “Ingraffea AR. Hypersingular Integrals in Boundary Element Fracture Analysis,” Int. J. Numer. Methods Eng., 29, pp. 1135–1158.
Guiggiani,  M., 1994, “Hypersingular Formulation for Boundary Stress Evaluation,” Eng. Anal. Boundary Elem., 13, pp. 169–179.
Gallego,  R., and Dominguez,  J., 1996, “Hypersingular BEM for Transient Elastodynamics,” Int. J. Numer. Methods Eng., 39, pp. 1681–1705.
Mansur, W. J., 1983, “A Time-Stepping Technique to Solve Wave Propagation Problems Using the Boundary Element Method,” Ph.D. thesis, University of Southampton, Southampton, UK.

Figures

Grahic Jump Location
Time histories for the response at point D(a/2,b/2) from SCBEM/FEM procedure for β=0.6 and θ=1.4
Grahic Jump Location
One-dimensional rod under a Heaviside-type forcing function: topology, load, and discretization

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