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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,...
| Autores principales: | , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2021
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| Materias: | |
| 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 |