EXPERIMENTAL TEST OF THE MODEL OF A NONLOCAL ELASTIC FOUNDATION

Cover Page

Abstract


The design of bars, lying on an elastic base is fulfilled usually with help of a simple model of the base proposed by Winkler. This hypothesis was subjected to repeated critics. A new model of nonlocal elastic foundation was proposed by PotapovV.D . It allows reducing some contradictions of Winkler's model. In the paper, an attempt of an experimental test of the hypothesis of nonlocal elastic foundation is undertaken

About the authors

V D POTAPOV

Moscow State University of Railway Engineering, Moscow

Email: potapov.vd@mail.ru

A I FIMKIN

Moscow State University of Railway Engineering, Moscow

Email: smlab@yandex.ru

A R PEPANYAN

Moscow State University of Railway Engineering, Moscow

Email: arseniy1991@rambler.ru

References

Statistics

Views

Abstract - 108

PDF (Russian) - 245

Cited-By



Copyright (c) 2016 Structural Mechanics of Engineering Constructions and Buildings



This website uses cookies

You consent to our cookies if you continue to use our website.

About Cookies