Elastostatics of Bernoulli–Euler Beams Resting on Displacement-Driven Nonlocal Foundation

The simplest elasticity model of the foundation underlying a slender beam under flexure was conceived by Winkler, requiring local proportionality between soil reactions and beam deflection. Such an approach leads to well-posed elastostatic and elastodynamic problems, but as highlighted by Wieghardt,...

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Detalles Bibliográficos
Autores principales: Vaccaro, Marzia Sara, Pinnola, Francesco Paolo, Marotti de Sciarra, Francesco, Barretta, Raffaele
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7996338/
https://www.ncbi.nlm.nih.gov/pubmed/33668853
http://dx.doi.org/10.3390/nano11030573

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7996338/
https://www.ncbi.nlm.nih.gov/pubmed/33668853
http://dx.doi.org/10.3390/nano11030573

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