Dynamic response of an elastic plate on a cross-anisotropic elastic half-plane to a load moving on its surface. (March 2018)

• Record Type: Journal Article
• Authors: Beskou, Niki D.; Chen, Yuyan; Qian, Jiang
• Is Part Of: Transportation geotechnics. Volume 14(2018)
• Page Start: 98
• Page End: 106
• Publication Date: 2018-03
• Subjects: Elastic plate -- Cross-anisotropic elastic soil -- Moving load -- Plane strain conditions -- Analytic solution -- Soil anisotropy effect; Engineering geology -- Periodicals; Soil mechanics -- Periodicals; Rock mechanics -- Periodicals; Transportation -- Periodicals; 624.15105
• DOI: 10.1016/j.trgeo.2017.11.003
• Languages: English
• ISSNs: 2214-3912

Abstract

Abstract: The dynamic response of a plate resting on a half-plane soil medium to a load moving on its surface is analytically obtained under conditions of plane strain. The plate is assumed to be isotropic, linear elastic and obeying Kirchhoff's theory of bending. The soil is assumed to be homogeneous, cross-anisotropic and linear elastic. The load is assumed distributed over a finite length and moves on the surface of the plate with constant speed. The moving load is expanded in a complex Fourier series form involving the horizontal coordinate, time and speed. All the response quantities associated with the plate and the soil are also expanded in Fourier series of the same form. Thus, the governing partial differential equations of motion for the plate and the soil are reduced to algebraic and ordinary differential equations with respect to the vertical coordinate, respectively. Using compatibility and equilibrium at the plate-soil interface as well as the boundary conditions, these equations are easily solved to finally provide the response of the plate and the soil in analytic form. This analytic solution, after its verification on the basis of a comparison with the known analytic solution for the simpler case of a plate on isotropic soil, is used to assess the effect of anisotropy on the response for various values of the speed of the moving load. The simplicity of the present solution procedure over other known analytic solutions is also demonstrated.