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,...

Full description

Bibliographic Details
Main Authors: Marzia Sara Vaccaro, Francesco Paolo Pinnola, Francesco Marotti de Sciarra, Raffaele Barretta
Format: Article
Language:English
Published: MDPI AG 2021-02-01
Series:Nanomaterials
Subjects:
Online Access:https://www.mdpi.com/2079-4991/11/3/573