TECHNICAL PAPERS
Dec 1, 1993

Transient Lamb's Solution for Surface Strip Impulses

Publication: Journal of Engineering Mechanics
Volume 119, Issue 12

Abstract

An alternative integral‐form solution of the Lamb's problem is developed for the transient response inside of the medium as well as at the surface, when subjected to impulsive/sudden application of surface strip loads. A distributed‐source solution that yields a Green's function for the boundary‐integral equation for half‐space problems has more advantages for the effective use for actual boundary‐value problems when compared to the Lamb's classical point/line source solution of 1904. The present procedure applies the Fourier‐Laplace integral transform to the governing equation so that after getting the Fourier (wavenumber) Laplace domain solution, it performs the inverse Fourier transform analytically and the inverse Laplace transform by contour integration. Such obtained expressions are amenable to numerical computation with excellent accuracy. The interior and surface responses of the medium under the uniform surface loading are the focus of the illustrative computations. The results are verified by comparing the surface response at the extreme loading state with the existing closed‐form solution for line source. The interior response features are stated.

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References

1.
Achenbach, J. D. (1973). Wave propagation in elastic solids, North‐Holland, Amsterdam, The Netherlands.
2.
Antes, H., and Trondle, G. (1990). “Analysis of stress waves by indirect BEM.” Boundary elements in mechanical and electrical engineering, C. A. Brebbia and A. Chaudouet‐Miranda, eds., Springer‐Verlag, New York, N.Y., 179–191.
3.
Clenshaw, C. W., and Curtis, A. R. (1960). “A method for numerical integration on an automatic computer.” Numer. Math., 2, 197–205.
4.
Cruse, T. A., and Rizzo, F. J. (1968a). “A direct formulation and numerical solution of the transient elastodynamic problems I.” J. Math. Anal. Appl., 22, 244–259.
5.
Cruse, T. A. (1968b). “A direct formulation and numerical solution of the transient elastodynamic problems II.” J. Math. Anal. Appl., 22, 341–351.
6.
de Hoop, A. T. (1959). “The surface line source problem.” Appl. Sci. Res., B8, 349–356.
7.
Eason, G. (1966). “The displacements produced in an elastic half‐space by a suddenly applied surface force.” J. Inst. Math. Appl., 2, 299–326.
8.
Eringen, A. C., and Suhubi, E. S. (1975). Elastodynamics, Vol. II. Academic Press, New York, N.Y.
9.
Forrestal, M. J., Fugelso, L. E., Neihardt, G. L., and Felder, R. A. (1966). Proc., Engrg., Mech. Div. Speciality Conf., ASCE, New York, N.Y., 719.
10.
Gradshteyn, I. S., and Ryzhik, I. M. (1980). Table of integrals, series and products, Academic Press, New York, N.Y.
11.
Lamb, H. (1904). “On the propagation of tremors on the surface of an elastic solid.” Philos. Trans., Royal Society of London, London, England, Ser. A 203, 1–42.
12.
Mansur, W. J. (1983). “A time stepping technique to solve wave propagation problems using the boundary element method,” PhD thesis, University Southampton, Southampton, England.
13.
Miklowitz, J. (1978). The theory of elastic waves and waveguides. North‐Holland, Amsterdam, The Netherlands.
14.
Mooney, H. M. (1974). “Some numerical solutions for Lamb's problem.” Bull. Seis. Soc. Am., 64, 473–491.
15.
Pekeris, E. (1955a). “The seismic surface pulse.” Proc., Nat. Acad. Sci., 41, 469–480.
16.
Pekeris, E. (1955b). “The seismic surface pulse.” Proc., Nat. Acad. Sci., 41, 629–639.
17.
Schiel, K., and Protazio, J. S. (1989). “Transient wave solution for Lamb's problem at the free surface.” Bull. Seis. Soc. Am., 79.6, 1956–1971.
18.
Smirnov, V. I., and Sobolev, S. (1932). “On a new method in the problem of elastic vibrations.” Akad. Nauk., USSR Seism. Institute, Trudy, U.S.S.R., 20.
19.
Takemiya, H., Wang, C. Y., and Fujiwara, A. (1993a). “2‐D elastodynamic fundamental solution for distributed loads and BEM transient response analysis of half‐plane problems.” J. Struct./Earthquake Engrg., Tokyo, Japan, 10(1), 35(23s)–45(33s).
20.
Takemiya, H., Guan, F., and Sukeyasu, Y. (1993b). “2‐D transient soil‐surface foundation interaction and wave propagation by a time domain BEM.” Earthquake Engrg. Struct. Dynamics, Tokyo, Japan.
21.
Wang, C. Y., and Takemiya, H. (1992). “Analytical elements of time domain BEM for two‐dimensional scalar wave problems.” Int. J. Numerical Methods in Engrg., 33, 1737–1754.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 119Issue 12December 1993
Pages: 2385 - 2403

History

Received: May 26, 1992
Published online: Dec 1, 1993
Published in print: Dec 1993

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Authors

Affiliations

Hirokazu Takemiya, Member, ASCE
Prof., Dept. of Civ. Engrg., Okayama Univ., Okayama 700, Japan
Fei Guan
Formerly, Res. Fellow, Dept. of Civ. Engrg., Okayama Univ., Okayama 700, Japan

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