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A Higher Order Solution of the Elastic Problem for a Homogeneous, Linear-Elastic and Isotropic Half-Space Subjected to a Point-Load Perpendicular to the Surface
DICAM – Civil, Environmental and Materials Engineering, Facoltà di Ingegneria, Alma Mater Studiorum, Università di Bologna, Viale Risorgimento 2, 40136 (BO), Italy.
Computer Modeling in Engineering & Sciences 2012, 86(5), 435-468. https://doi.org/10.3970/cmes.2012.086.435
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A recent experimental programme with the aim of acquiring the strains induced by aircraft traffic in concrete pavements [Ferretti and Bignozzi (2012); Ferretti (2012a)] has provided the opportunity of reviewing the classical solution of Boussinesq's problem for a homogeneous linear-elastic and isotropic half-space subjected to a point-load. In this document, we have proposed a second order solution to Boussinesq's problem, which allows us to account for the new experimental evidence.Keywords
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APA Style
Ferretti, E. (2012). A higher order solution of the elastic problem for a homogeneous, linear-elastic and isotropic half-space subjected to a point-load perpendicular to the surface. Computer Modeling in Engineering & Sciences, 86(5), 435-468. https://doi.org/10.3970/cmes.2012.086.435
Vancouver Style
Ferretti E. A higher order solution of the elastic problem for a homogeneous, linear-elastic and isotropic half-space subjected to a point-load perpendicular to the surface. Comput Model Eng Sci. 2012;86(5):435-468 https://doi.org/10.3970/cmes.2012.086.435
IEEE Style
E. Ferretti, “A Higher Order Solution of the Elastic Problem for a Homogeneous, Linear-Elastic and Isotropic Half-Space Subjected to a Point-Load Perpendicular to the Surface,” Comput. Model. Eng. Sci., vol. 86, no. 5, pp. 435-468, 2012. https://doi.org/10.3970/cmes.2012.086.435
Copyright © 2012 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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