TECHNICAL NOTES
Nov 9, 2009

Forced Vertical Vibration of Rigid Circular Disc on a Transversely Isotropic Half-Space

Publication: Journal of Engineering Mechanics
Volume 136, Issue 7

Abstract

Vertical vibration of a rigid circular disc attached to the surface of a transversely isotropic half-space is considered in such a way that the axis of material symmetry is normal to the surface of the half-space and parallel to the vibration direction. By using Hankel integral transforms, the mixed boundary-value problem is transformed to a pair of integral equations termed dual integral equations in the literature, which generally can be reduced to a Fredholm integral equation of the second kind. With the aid of complex variable or contour integration the governing integral equation is numerically solved in the general dynamic case. The reduced static case of the dual integral equations is solved analytically and the vertical displacement, the contact pressure, and the static impedance/compliance function are explicitly solved. The dynamic contact pressure under the disc and the impedance function are numerically evaluated, and it is shown that the singularity that exists at the edge of the disc is the same as the one obtained for the static case. In addition, the impedance functions evaluated here are identical to the solution given by Luco and Mita for the isotropic domain. To show the effect of different material anisotropy, the numerical evaluations are given for some different transversely isotropic materials and compared.

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Acknowledgments

The first writer gratefully acknowledges Professor Stein Sture for his comments and suggestions for improving the manuscript of this paper. The partial support from the University of Tehran to M. E.-G. during this work is gratefully acknowledged.

References

Apostol, T. M. (1967). Calculus, 2nd Ed., Vol. 1, Waltham, Mass.
Arnold, R. N., Bycroft, G. N., and Warburton, G. B. (1955). “Forced vibrations of a body on an infinite elastic solid.” ASME J. Appl. Mech., 22, 391–400.
Awajobi, A. O., and Grootenhuis, P. (1965). “Vibrations of rigid bodies on semi-infinite elastic media.” Proc. R. Soc. London, Ser. A, 287, 27–63.
Barros, P. L. A. (2006). “Impedances of rigid cylindrical foundations embedded in transversely isotropic solids.” Int. J. Numer. Analyt. Meth, Geomech., 30, 683–702.
Buchwald, V. T. (1959). “Elastic waves in anisotropic media.” Proc. R. Soc. London, Ser. A, 253, 563–580.
Busbridge, I. W. (1938). “Dual integral equations.” Proc. London Math. Soc., s2–44, 115–129.
Bycroft, G. N. (1956). “Forced vibrations of a rigid circular footing on a semi-infinite elastic space and on an elastic stratum.” Phil. Trans. R. Soc. London, Ser. A, 248(948), 327–368.
Chen, S. L., Chen, L. Z., and Pan, E. (2007). “Vertical vibration of a flexible plate with rigid core on saturated ground.” J. Eng. Mech., 133(3), 326–337.
Churchill, R. V., and Brown, J. W. (1990). Complex variables and applications, McGraw-Hill, New York.
Elliott, H. A. (1948). “Three-dimensional stress distribution in hexagonal aeolotropic crystals.” Math. Proc. Cambridge Philos. Soc., 44, 522–533.
Erdelyi, A., and Sneddon, I. N. (1962). “Fractional integral equation and dual integral equations.” Can. J. Math, 14, 685–693.
Eskandari-Ghadi, M. (2005). “A complete solutions of the wave equations for transversely isotropic media.” J. Elast., 81, 1–19.
Eskandari-Ghadi, M., Pak, R. Y. S., and Ardeshir-Behrestaghi, A. (2008). “Transversely isotropic elastodynamic solution of a finite layer on an infinite subgrade under surface loads.” Soil. Dyn. Earthquake Eng., 28(12), 986–1003.
Eskandari-Ghadi, M., and Sattar, S. (2009). “Axisymmetric transient waves in transversely isotropic half-space.” Soil. Dyn. Earthquake Eng., 29(2), 347–355.
Eubanks, R. A., and Sternberg, E. (1954). “On the axisymmetric problem of elasticity theory for a medium with transverse isotropy.” J. Rational Mechanics and Analysis, 3, 89–101.
Georgiadis, H. G. (1993). “Shear and torsional impact of cracked viscoelastic bodies-A numerical integral equation/transform approach.” Int. J. Solids Struct., 30(14), 1891–1906.
Gladwell, G. M. L. (1968). “Forced tangential and rotatory vibration of a rigid circular disc on a semi-infinite solid.” Int. J. Eng. Sci., 6, 591–607.
Gurtin, M. E. (1972). “The linear theory of elasticity.” Handbuch der Physik, Mechanics of Solids II, S. Flügge and C. Truesdell, eds., Vol. Via/2, Springer, Berlin, 1–295.
Kaya, A. C., and Erdogan, F. (1987). “On the solution of integral equations with strong singular kernels.” Q. Appl. Math., XLV(1), 105–122.
Kirkner, D. J. (1982). “Vibrations of rigid disc on a transversely isotropic elastic half-space.” Int. J. Numer. Analyt. Meth. Geomech., 6, 293–306.
Kraut, E. A. (1963). “Advances in the theory of anisotropic elastic wave propagation.” Rev. Geophys., 1(3), 401–448.
Krenk, S. (1982). “Some integral relations of Hankel transform type and applications to elasticity theory.” Integral Equ. Oper. Theory, 5, 548–561.
Krenk, S., and Schmidt, H. (1982). “Elastic wave scattering by a circular crack.” Philos. Trans. R. Soc. London, Ser. A, 308(1502), 167–198.
Lekhnitskii, S. G. (1981). Theory of anisotropic elastic bodies, Holden-Day Publishing Co., San Francisco.
Li, X. -F., and Fan, T. -Y. (2001). “The asymptotic stress field for a rigid circular inclusion at the interface of two bounded dissimilar elastic half-space materials.” Int. J. Solids Struct., 38, 8019–8035.
Luco, J. E., and Mita, A. (1987). “Response of a circular foundation on a uniform half-space to elastic waves.” Earthquake Eng. Struct. Dyn., 15, 105–118.
Luco, J. E., and Westmann, R. A. (1971). “Dynamic response of circular footing.” J. Engrg. Mech. Div., 97(EM5), 1381–1395.
Madigosky, W., and Überall, H., (1994). “The dynamic indentation of a finite elastic plate.” Journal De Physique IV Colloque C5, supplement au Journal de Physique III, 4, C5 825–C5 828.
Mandal, B. N., and Mandal, N. (1999). Advances in dual integral equations, Chapman & Hall/CRC, London.
Musgrave, M. J. P. (1954). “On the propagation of elastic waves in aeolotropic media. II: Media of hexagonal symmetry.” Proc. R. Soc. London, Ser. A, 226, 356–366.
Noble, B. (1963). “The solution of Bessel function dual integral equations by a multiplying-factor method.” Proc. Cambridge Philos. Soc., 59, 351–371.
Norris, A. N., and Achenbach, J. D. (1984). “Elastic wave diffraction by a semi-infinite crack in a transversely isotropic material.” Q. J. Mech. Appl. Math., 37(4), 565–580.
Pak, R. Y. S., and Gobert, A. T. (1991). “Forced vertical vibration of rigid discs with an arbitrary embedment.” J. Eng. Mech., 117(11), 2527–2548.
Rahimian, M., Eskandari-Ghadi, M., Pak, R. Y. S., and Khojasteh, A. (2007). “An elastodynamic potential method for a transversely isotropic solid.” J. Eng. Mech., 133(10), 1134–1145.
Rajapakse, R. K. N. D., and Wang, Y. (1993). “Green’s functions for transversely isotropic elastic half-space.” J. Eng. Mech., 119, 1724–1746.
Reissner, E., and Sagoci, H. F. (1944). “Forced torsional oscillations of an elastic half-space: I.” J. Appl. Phys., 15(9), 652–654.
Robertson, I. A. (1966). “Forced vertical vibration of a rigid circular disc on a semi-infinite elastic solid.” Proc. Cambridge Philos. Soc., 62(A), 547–553.
Senjuntichai, T., Mani, S., and Rajapakse, R. K. N. D. (2006). “Vertical vibration of an embedded rigid foundation in a poroelastic soil.” Soil. Dyn. Earthquake Eng., 26, 626–636.
Senjuntichai, T., and Sapsathiarn, Y. (2003). “Forced Vertical vibration of circular plate in multilayered poroelastic medium.” J. Eng. Mech., 129(11), 1330–1341.
Sih, G. C. (1968). “Some elastodynamic problems of cracks.” Int. J. Fract., 4(1), 51–68.
Sneddon, I. N. (1951). Fourier transforms, McGraw-Hill, New York.
Sneddon, I. N. (1966). Mixed boundary value problems in potential theory, North-Holland Publishing Company, Amsterdam.
Tichmarsh, E. C. (1948). Introduction to the theory of Fourier integrals, 2nd Ed., Clarendon, Oxford, U.K.
Wang, M. Z., and Wang, W. (1995). “Completeness and nonuniqueness of general solutions of transversely isotropic elasticity.” Int. J. Solids Struct., 32(3–4), 501–513.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 136Issue 7July 2010
Pages: 913 - 922

History

Received: Jun 16, 2008
Accepted: Oct 28, 2009
Published online: Nov 9, 2009
Published in print: Jul 2010

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Authors

Affiliations

Morteza Eskandari-Ghadi [email protected]
Dept. of Engineering Science, Faculty of Engineering, Univ. of Tehran, P.O. Box 11165-4563, Tehran, Iran (corresponding author). E-mail: [email protected]
Morteza Fallahi
M.Sc. Student, Dept. of Civil Engineering, Mazandaran Univ. of Science and Technology, Babol, Iran.
Azizollah Ardeshir-Behrestaghi
M.Sc. Student, Dept. of Civil Engineering, Mazandaran Univ. of Science and Technology, Babol, Iran.

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