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...

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Bibliographic Details
Main Authors: Vitalii Kovalchuk, Yuliya Sobolevska, Artur Onyshchenko, Olexandr Fedorenko, Oleksndr Tokin, Andrii Pavliv, Ivan Kravets, Julia Lesiv
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