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

V I Volkov; A I Golyshev; A A Uchevatkin; D S Dmitriev

Structural Mechanics of Engineering Constructions and Buildings (May 2016)

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

V I Volkov,
A I Golyshev,
A A Uchevatkin,
D S Dmitriev

Affiliations

V I Volkov: ФГБОУ ВО "Российский государственный аграрный университет - МСХА имени К.А.Тимирязева"
A I Golyshev: ФГБОУ ВО "Российский государственный аграрный университет - МСХА имени К.А.Тимирязева"
A A Uchevatkin: ФГБОУ ВО "Российский государственный аграрный университет - МСХА имени К.А.Тимирязева"
D S Dmitriev: ФГБОУ ВО "Российский государственный аграрный университет - МСХА имени К.А.Тимирязева"

Journal volume & issue: Vol. 0, no. 3
pp. 58 – 68

Abstract

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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

Published in Structural Mechanics of Engineering Constructions and Buildings

ISSN: 1815-5235 (Print); 2587-8700 (Online)
Publisher: Peoples’ Friendship University of Russia (RUDN University)
Country of publisher: Russian Federation
LCC subjects: Technology: Building construction: Architectural engineering. Structural engineering of buildings
Website: http://journals.rudn.ru/structural-mechanics

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