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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
- Issue: No 3 (2016)
- Pages: 58-68
- Section: Articles
- URL: https://journals.rudn.ru/structural-mechanics/article/view/11262
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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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