The influence of reinforcement temperature on stiffness of reinforced concrete beams in fire conditions

This paper describes the analysis of high temperature influence on beams with heated tensile zone. High temperature experiments were preformed under the static load of 50 or 70% of the destructive force ensuring constant value of bending moment in the central part of the heated beam. Beams with 2 re...

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Podrobná bibliografie
Hlavní autoři: Michał Głowacki, Marian Abramowicz, Robert Kowalski
Médium: Článek
Jazyk:English
Vydáno: Lublin University of Technology 2013-03-01
Edice:Budownictwo i Architektura
Témata:
On-line přístup:https://ph.pollub.pl/index.php/bia/article/view/2181