A set of perfectly bonded inclusions in an elastic plate is considered. We employ the Kolosov-Muskhelishvili potentials to identify the interface shapes which provide a constant stress field inside the inclusions under a uniform loading at infinity. Coupled inequalities are explicitly derived for a single inclusion to prove that the only such contour is an ellipse. Within certain limits, these findings are extended to the multiconnected case.
[1] Benveniste, Y. and Dvorac, G. J.: On correspondence between mechanical and thermal properties in two-phase composites, in Micromechanics and Inhomogeneity, pp. 495-603, ed. G. XWnget al., Springer-Verlag, New York, 1990.
2.
[2] Sendeckyj, G. P.: Elastic inclusion problems in plane elastostatics. International Journal of Solids and Structures, 6, 12, 1535-1543 (1970).
3.
[3] Lubarda, V. A. and Markenscoff, X.: On the absence of Eshelby property for non-ellipsoidal inclusions. International Journal of Solids and Structures, 35(25), 3405-3411 (1998).
4.
[4] Grabovsky, Y. and Kohn, R. V.: Microstructures minimizing the energy of a two phase elastic composite in two space dimensions. I: The confocal ellipse construction. Journal of Mechanics and Physics of Solids, 43, 922-948 (1995).
5.
[5] Grabovsky, Y. and Kohn, R. V.: Microstructures minimizing the energy of a two phase elastic composite in two space dimensions. II: The Vigdergauz microstructure. Journal of Mechanics and Physics of Solids, 43, 949-972 (1995).
6.
[6] Ru, C.-K. and Schiavone, P.: On the elliptic inclusion in anti-plane shearMathematics and Mechanics of Solids, 1, 327-333 (1996).
7.
[7] Durelli, A. J. and Murray, W. M.: Stress distribution around an elliptical discontinuity in any two-dimensional uniform and axial system of combined stress. Exp. Stress Analysis Proc., 1(1), 19-31 (1943).
8.
[8] Hardiman, N. J.: Elliptic elastic inclusion in an infinite elastic plate. Quarterly Journal ofMechanics and Applied Mathematics, 7(2), 227-232 (1954).
9.
[9] Richards, R. Jr. and Bjorkman, G. S. Jr.: Harmonic shapes and optimum design. JASCE, Engn. Mech. Div., 106, 1125-1134 (1980).
10.
[10] Wheeler, L. T.: Stress minimum forms for elastic solids. Applied Mechanics Review, 1, 1-12 (1992).
11.
[11] Cherepanov, G. P.: Inverse problem of the plane theory of elasticity. Journal of Applied Mathematics and Mechanics, 38, 913-931 (1974).
12.
[12] Vigdergauz, S. B.: Integral equation of the inverse problem of elasticity. Applied Mathematics and Mechanics, 40(3), 518-521 (1976).
13.
[13] Vigdergauz, S. B.: Rhombic lattice of equi-stress inclusions in an elastic plate. Quarterly Journal of Mechanics and Applied Mathematics, 49(4), 565-580 (1996).
14.
[14] Vigdergauz, S. B.: Piece-wise homogeneous plates of extremal stiffness. Applied Mathematics and Mechanics, 53(1), 76-80 (1989).
15.
[15] Muskhelishvili, N.I.: Some Basic Problems of the Mathematical Theory of Elasticity, Noordhoff; Leiden, the Netherlands,1975.
16.
[16] Courant, R.: Dirichlet's Principle, Conformal Mapping and Minimal Surfaces, Interscience, New York, 1950.
17.
[17] Cherednichenko, V. G.: Inverse Logarithmic Potential Problem, VSP, the Netherlands, 1996.
18.
[18] Vigdergauz, S. B.: Two-dimensional grained composites of minimum stress concentration. International Journal of Solids and Structures, 34(6), 661-672 (1997).