Email this article 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
- Authors: Volkov VI1, Golyshev AI1, Uchevatkin AA2, Dmitriev DS2
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Affiliations:
- Russian State Agrarian University - Moscow Timiryazev Agricultural Academy
- ФГБОУ ВО "Российский государственный аграрный университет - МСХА имени К.А.Тимирязева"
- Issue: No 3 (2016)
- Pages: 58-68
- Section: Articles
- URL: https://ogarev-online.ru/1815-5235/article/view/346471
- ID: 346471
Cite item
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 Academyк.т.н., профессор
A I Golyshev
Russian State Agrarian University - Moscow Timiryazev Agricultural Academyк.т.н., доцент
A A Uchevatkin
ФГБОУ ВО "Российский государственный аграрный университет - МСХА имени К.А.Тимирязева"аспирант
D S Dmitriev
ФГБОУ ВО "Российский государственный аграрный университет - МСХА имени К.А.Тимирязева"аспирант
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