Elastodynamic Green's functions for orthotropic plane strain continua with inclined axes of symmetry
From MaRDI portal
Publication:1302387
DOI10.1016/S0020-7683(98)00264-9zbMath0935.74013OpenAlexW1963985032MaRDI QIDQ1302387
Pérsio L. A. Barros, Euclides de Mesquita Neto
Publication date: 9 May 2000
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0020-7683(98)00264-9
concentrated loadshalf-spacesdistributed loadssymmetry axescontinuum anisotropy ratiosfull-spacesuniform strip load
Related Items (8)
Scattering attenuation of transient \textit{SH}-wave by an orthotropic Gaussian-shaped sedimentary basin ⋮ Three-dimensional time-harmonic Green's functions for a triclinic full-space using a symbolic computation system ⋮ Stationary dynamic displacement solutions for a rectangular load applied within a 3D viscoelastic isotropic full space. I: Formulation ⋮ Stationary dynamic displacement solutions for a rectangular load applied within a 3D viscoelastic isotropic full space. II: Implementation, validation, and numerical results ⋮ Numerically evaluated displacement and stress solutions for a 3D viscoelastic half space subjected to a vertical distributed surface stress loading using the Radon and Fourier transforms ⋮ Influence functions for a 3D full-space under bilinear stationary loads ⋮ Stationary dynamic stress solutions for a rectangular load applied within a 3D viscoelastic isotropic full-space ⋮ Dynamic displacement and stress solutions for viscoelastic half-spaces subjected to harmonic concentrated loads using the Radon and Fourier transforms
This page was built for publication: Elastodynamic Green's functions for orthotropic plane strain continua with inclined axes of symmetry