THE EFFECT OF THE RATIO OF THE ELASTIC MODULES OF THE "GRAVITY CONCRETE DAM - FOUNDATION" SYSTEM UPON STRESS CONCENTRATION IN THE CONTACT ZONE, AND DISPLACEMENTS OF ADJACENT DAM SECTIONS

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Abstract


The effect of the ratio of the elastic module of the "gravity concrete dam - foundation" upon stress concentrations occurring in the contact zone, and displacement on adjacent sections are considered by means of modern CAD FEM software package

About the authors

V I Volkov

Russian State Agrarian University - Moscow Timiryazev Agricultural Academy

A I Golyshev

Russian State Agrarian University - Moscow Timiryazev Agricultural Academy

A A Uchevatkin

D S Dmitriev

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