×

Dynamic analysis of an elastic plate on a cross-anisotropic and continuously nonhomogeneous viscoelastic half-plane under a moving load. (English) Zbl 1440.74195

Summary: The dynamic response of an elastic thin plate to a load moving on its surface with constant velocity is determined analytically. The plate rests on a cross-anisotropic and continuously nonhomogeneous viscoelastic half-plane soil medium. Soil nonhomogeneity is associated with elastic moduli increasing with depth. Viscoelastic effects are introduced via the hysteretic damping model. The solution of the problem is obtained with the aid of the complex Fourier series method involving the horizontal coordinate \(x\) and the time \(t\). Thus, the governing partial differential equations of motion for the plate-soil system are reduced to an algebraic equation for the plate and a system of two ordinary differential equations with variable coefficients for the soil. This system is solved analytically by the method of Frobenius. Compatibility and dynamic equilibrium at the plate-soil interface as well as boundary conditions at the plate surface and at infinite soil depth enable one to finally obtain the response for both the plate and the soil analytically. Verification of the solution is done by means of comparisons with the known existing analytical solutions for the special cases of isotropy and homogeneity with or without the plate. Parametric studies are finally performed, and the effects of soil anisotropy, nonhomogeneity and damping on the plate and the supporting soil are assessed.

MSC:

74K20 Plates
74E05 Inhomogeneity in solid mechanics
74E10 Anisotropy in solid mechanics
74H10 Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of dynamical problems in solid mechanics
Full Text: DOI

References:

[1] Beskou, ND; Theodorakopoulos, DD, Dynamic effects of moving loads on road pavements: a review, Soil Dyn. Earthq. Eng., 31, 547-567 (2011) · doi:10.1016/j.soildyn.2010.11.002
[2] Kramer, SL, Geotechnical Earthquake Engineering (1996), Upper Saddle River: Prentice-Hall Pearson, Upper Saddle River
[3] Gazetas, G., Stresses and displacements in cross-anisotropic soils, J. Geotech. Eng. Div. ASCE, 108, 4, 532-553 (1982)
[4] Kim, SH; Little, DN; Masad, E.; Lytton, RL, Estimation of level of anisotropy in unbound granular layers considering aggregate physical properties, Int. J. Pavement Eng., 6, 4, 217-227 (2005) · doi:10.1080/10298430500335244
[5] Cai, Y.; Sangghaleh, A.; Pan, E., Effect of anisotropic base/interlayer on the mechanistic responses of layered pavements, Comput. Geotech., 65, 250-257 (2015) · doi:10.1016/j.compgeo.2014.12.014
[6] Gazetas, G., Vibrational characteristics of soil deposits with variable wave velocity, Int. J. Numer. Anal. Methods Geomech., 6, 1-20 (1982) · Zbl 0475.73113 · doi:10.1002/nag.1610060103
[7] Vrettos, C., In-plane vibrations of soil deposits with variable shear modulus: I surface waves, Int. J. Numer. Anal. Methods Geomech., 14, 209-222 (1990) · Zbl 0702.73051 · doi:10.1002/nag.1610140304
[8] Vrettos, C., In-plane vibrations of soil deposits with variable shear modulus: II line load, Int. J. Numer. Anal. Methods Geomech., 14, 649-662 (1990) · Zbl 0724.73198 · doi:10.1002/nag.1610140905
[9] Vrettos, C., Vertical and rocking impedances for rigid rectangular foundations on soils with bounded inhomogeneity, Earthq. Eng. Struct. Dyn., 28, 1525-1540 (1999) · doi:10.1002/(SICI)1096-9845(199912)28:12<1525::AID-EQE879>3.0.CO;2-S
[10] Muravskii, G., On time harmonic problem for non-homogeneous elastic half-space with shear modulus limited at infinite depth, Eur. J. Mech. A/Solids, 16, 2, 277-294 (1997)
[11] Guzina, BB; Pak, RYS, Vertical vibration of a circular footing on a linear-wave-velocity half-space, Geotechnique, 48, 2, 159-168 (1998) · doi:10.1680/geot.1998.48.2.159
[12] Manolis, GD; Divena, PS; Rangelov, TV; Wuttke, F., Seismic Wave Propagation in Non-homogeneous Elastic Media by Boundary Elements (2017), Cham: Springer International Publishing AG, Cham · Zbl 1365.74002
[13] Cole, JD; Huth, JH, Stresses produced in a half-plane by moving loads, J. Appl. Mech. ASME, 25, 433-436 (1958) · Zbl 0097.17404
[14] Ang, DD, Transient motion of a line load surface of an elastic half-space, Q. Appl. Math., 18, 251-256 (1960) · doi:10.1090/qam/114399
[15] Lefeuve-Mesgouez, G.; Le Houedec, D.; Peplow, AT, Ground vibration in the vicinity of a high-speed moving harmonic strip load, J. Sound Vib., 231, 5, 1289-1309 (2000) · doi:10.1006/jsvi.1999.2731
[16] Liu, JY; Sung, JC, Surface responses induced by point load or uniform traction moving steadily on an anisotropic half-plane, Int. J. Solids Struct., 45, 2737-2757 (2008) · Zbl 1169.74362 · doi:10.1016/j.ijsolstr.2007.12.021
[17] Itou, S., Stresses produced in an orthotropic half-plane under a moving line load, Int. J. Solids Struct., 100-101, 411-416 (2016) · doi:10.1016/j.ijsolstr.2016.09.013
[18] Sackman, JL, Uniformly moving load on a layered half-plane, J. Eng. Mech. Div. ASCE, 87, 4, 75-89 (1961)
[19] De Barros, FCP; Luco, JE, Stresses and displacements in a layered half-space for a moving line load, Appl. Math. Comput., 67, 103-134 (1995) · Zbl 0818.73043
[20] Ai, ZY; Ren, GP, Dynamic analysis of a transversely isotropic multilayered half-plane subjected to a moving load, Soil Dyn. Earthq. Eng., 83, 162-166 (2016) · doi:10.1016/j.soildyn.2016.01.022
[21] Achenbach, JD; Keshava, SP; Herrmann, G., Moving load on a plate resting on an elastic half-space, J. Appl. Mech. ASME, 34, 910-914 (1967) · doi:10.1115/1.3607855
[22] Beskou, ND; Chen, Y.; Qian, J., Dynamic response of an elastic plate on a cross-anisotropic elastic half-plane to a load moving on its surface, Transp. Geotech., 14, 98-106 (2018) · doi:10.1016/j.trgeo.2017.11.003
[23] Ai, ZY; Xu, CJ; Ren, GP, Vibration of a pre-stressed plate on a transversely isotropic multilayered half-plane due to a moving load, Appl. Math. Model., 59, 728-738 (2018) · Zbl 1480.74097 · doi:10.1016/j.apm.2018.02.027
[24] Rajapakse, RKND; Wang, Y., Elastodynamic Green’s functions of orthotropic half-plane, J. Eng. Mech. ASCE, 117, 3, 588-604 (1991) · doi:10.1061/(ASCE)0733-9399(1991)117:3(588)
[25] Wang, CD; Lin, YT; Jeng, YS; Ruan, ZW, Wave propagation in an inhomogeneous cross-anisotropic medium, Int. J. Numer. Anal. Methods Geomech., 34, 711-732 (2010) · Zbl 1273.74571 · doi:10.1002/nag.811
[26] Cheshmehkani, S.; Eskandari-Ghadi, M., Dynamic response of axisymmetric transversely isotropic viscoelastic continuously nonhomogeneous half-space, Soil Dyn. Earthq. Eng., 83, 110-123 (2016) · doi:10.1016/j.soildyn.2016.01.011
[27] Cheshmehkani, S.; Eskandari-Ghadi, M., Three-dimensional dynamic ring load and point load Green’s functions for continuously inhomogeneous viscoelastic transversely isotropic half-space, Eng. Anal. Bound. Elem., 76, 10-25 (2017) · Zbl 1403.74297 · doi:10.1016/j.enganabound.2016.12.009
[28] Muho, EV; Beskou, ND, Dynamic response of an isotropic elastic half-plane with shear modulus varying with depth to a load moving on its surface, Transp. Geotech., 20, 100248 (2019) · doi:10.1016/j.trgeo.2019.100248
[29] Siddharthan, R., Zafir, Z., Norris, G.M.: Moving load response of layered soil, I: formulation; II: verification and application. J. Eng. Mech. ASCE. 119(10), 2052-2071, 2072-2089 (1993)
[30] Theodorakopoulos, DD, Dynamic analysis of a poroelastic half-plane soil medium under moving loads, Soil Dyn. Earthq. Eng., 23, 521-533 (2003) · doi:10.1016/S0267-7261(03)00074-5
[31] Cheng, AHD, Poroelasticity (2016), Cham: Springer International Publishing AG, Cham
[32] Szilard, R., Theory and Analysis of Plates (1974), Englewood Cliffs: Prentice-Hall, Englewood Cliffs · Zbl 0295.73053
[33] Kreyszig, E., Advanced Engineering Mathematics (1983), New York: Wiley, New York · Zbl 0589.00002
This reference list is based on information provided by the publisher or from digital mathematics libraries. Its items are heuristically matched to zbMATH identifiers and may contain data conversion errors. In some cases that data have been complemented/enhanced by data from zbMATH Open. This attempts to reflect the references listed in the original paper as accurately as possible without claiming completeness or a perfect matching.