This work derives the fundamental solutions for displacements and stresses due to
horizontal and vertical line loads acting in a continuously inhomogeneous plane strain
cross-anisotropic full space with Young’s and shear moduli varying exponentially with
depth. The governing equations can be obtained by combining the generalized
Hooke’s law, the strain-displacement relationships, and the equilibrium equations.
Then, utilizing Fourier transforms, the governing equations are transformed into
ordinary differential equations. Additionally, by using the variation of parameters, the
solutions of the displacements in the Fourier domain are found. However, the
stress solutions in the same domain can also be found by employing the
stress-strain-displacement relationships. Eventually, performing inverse Fourier
transforms by means of the numerical integration program QDAGI, the
displacements and stresses induced by horizontal and vertical plane strain line loads
can be calculated. The solutions indicate that the displacements and stresses are
profoundly influenced by the nondimensional inhomogeneity parameter, the type and
degree of material anisotropy, the types of loading, and the nondimensional
horizontal distance. The proposed solutions are identical to those of Wang and Liao
after suitable integration, as derived in an appendix, when the full space is a
homogeneous cross-anisotropic material. A series of parametric studies are
conducted to demonstrate the present solutions, and to elucidate the effects
of aforementioned factors on the vertical normal stress. The results reveal
that estimates of displacement and stress should take the inhomogeneity
into account when studying cross-anisotropic materials under applied line
loads.
Keywords
inhomogeneity, cross-anisotropic full space, horizontal and
vertical plane strain line loads, Fourier transforms,
fundamental solutions of displacements and stresses,
numerical integrations