THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES

The article presents the derivation and solution of the differential equation of the ultimate limit state of the wooden and reinforced concrete beam under the influence of negative atmospheric temperatures, as well as the results of studies of the effect of negative atmospheric tempera- tures on the...

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Bibliographic Details
Main Authors: P M Salamahin, I V Reshetnikov
Format: Article
Language:English
Published: Peoples’ Friendship University of Russia (RUDN University) 2014-12-01
Series:Structural Mechanics of Engineering Constructions and Buildings
Subjects:
Online Access:http://journals.rudn.ru/structural-mechanics/article/view/10916