THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES
- Authors: Bogachenko SV1
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Affiliations:
- ОАО «Научно-исследовательский институт энергетических сооружений», г. Москва, Россия
- Issue: No 1 (2012)
- Pages: 37a-41
- Section: Articles
- URL: https://journals.rcsi.science/1815-5235/article/view/346742
- ID: 346742
Cite item
Abstract
The results of calculations of stress-strain state of steel-and-reinforced concrete pressure water pipes of the hydro station are presented. It was made with the help of a method of numerical modeling derived by the author. Numerical results were compared with experimental data obtained before.
About the authors
S V Bogachenko
ОАО «Научно-исследовательский институт энергетических сооружений», г. Москва, Россияинженер; ОАО «Научно-исследовательский институт энергетических сооружений», г. Москва, Россия
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