Stationary dynamic displacement solutions for a rectangular load applied within a 3D viscoelastic isotropic full space. II: Implementation, validation, and numerical results

DOI10.1155/2012/515367zbMath1264.74130OpenAlexW2080455349WikidataQ58911943 ScholiaQ58911943MaRDI QIDQ1954859

Euclides Mesquita, Edivaldo Romanini, Josué Labaki

Publication date: 11 June 2013

Published in: Mathematical Problems in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1155/2012/515367

Mathematics Subject Classification ID

Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of equilibrium problems in solid mechanics (74G10) Wave scattering in solid mechanics (74J20)

Related Items (3)

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 ⋮ A derivation of nonsingular displacement and stress fields within a 3D full-space through Radon transforms

Cites Work

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• Elastodynamic Green's functions for orthotropic plane strain continua with inclined axes of symmetry
• On the dynamic interaction and cross-interaction of 2D rigid structures with orthotropic elastic media possessing general principal axes' orientation
• Stationary dynamic displacement solutions for a rectangular load applied within a 3D viscoelastic isotropic full space. I: Formulation
• Extensions of derivations II.

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