EXPERIMENTAL TEST OF THE MODEL OF A NONLOCAL ELASTIC FOUNDATION

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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

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

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