Procedure for determining the thermoelastic state of a reinforced concrete bridge beam strengthened with methyl methacrylate
This paper reports the analysis of methods for determining temperature stresses and deformations in bridge structures under the influence of climatic temperature changes in the environment. A one-dimensional model has been applied to determine the temperature field and thermoelastic state in order...
Main Authors: | Vitalii Kovalchuk, Yuliya Sobolevska, Artur Onyshchenko, Olexandr Fedorenko, Oleksndr Tokin, Andrii Pavliv, Ivan Kravets, Julia Lesiv |
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Format: | Article |
Language: | English |
Published: |
PC Technology Center
2021-08-01
|
Series: | Eastern-European Journal of Enterprise Technologies |
Subjects: | |
Online Access: | http://journals.uran.ua/eejet/article/view/238440 |
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