Nonsingular boundary integral equations for two-dimensional anisotropic elasticity problems are developed. The integral equations can be solved numerically by Gaussian quadratures. A numerical example is given to illustrate the effectiveness of the integral equations. [S0021-8936(00)00303-2]
Issue Section:
Brief Notes
1.
Wu
, K.-C.
, Chiu
, Y.-T.
, and Hwu
, Z.-H.
, 1992
, “A New Boundary Integral Equation Formulation for Linear Elastic Solids
,” ASME J. Appl. Mech.
, 9
, pp. 344
–348
.2.
Stroh
, A. N.
, 1958
, “Dislocations and Cracks in Anisotropic Elasticity
,” Philos. Mag.
, 3
, pp. 625
–646
.3.
Ting, T. C. T., 1996, Anisotropic Elasticity—Theory and Application, Oxford University Press, New York.
4.
Barnett
, D. M.
, and Lothe
, J.
, 1973
, “Synthesis of the Sextic and the Integral Formalism for Dislocations, Green’s Function and Surface Waves in Anisotropic Elastic Solids
,” Phys. Norv.
, 7
, pp. 13
–19
.5.
Filon
, L. N. G.
, 1903
, “On an Approximate Solution for the Bending of a Beam of Rectangular Cross-Section Under Any System of Load, With Special Reference to Points of Concentrated or Discontinuous Loading
,” Philosophical Transaction of the Royal Society of London
, A201
, pp. 63
–155
.6.
Chiu
, Y.-T.
, and Wu
, K.-C.
, 1998
, “Analysis for Elastic Strips Under Concentrated Loads
,” ASME J. Appl. Mech.
, 65
, pp. 626
–634
.Copyright © 2000
by ASME
You do not currently have access to this content.