Affiliation:
1. Brno University of Technology
Abstract
The resistance of concrete constructions to high temperatures at present is a much monitored issue for many scientific teams and experts in the stated area. This fact is mainly caused by fatal consequences originating in the case when concrete constructions are loaded by the effect of fire and consequent loss of their load-bearing capacity, for the population and the environment of our planet, in which we live in. The development of society goes hand in hand with the development of new building materials and as a consequence the requirements for building constructions increase which bring about extraordinary strict regulations in the area of fire safety. So, many high, non-traditional or specific constructions originate, e.g. nuclear power plants due to permanently higher demand for transport linkage and many tunnels have originated between European countries as a result. Unfortunately, in this relation the threat of terrorist attacks increases and unexpected natural disasters which also threaten the stability of the mentioned constructions. The objective of the article is to familiarize readers with the results of research concerning the improvement of the resistance of the concrete to high temperatures originated during fire instances.
Publisher
Trans Tech Publications, Ltd.
Reference8 articles.
1. J.C. Scheydt, O. Millon, H.S. Müller, K. Thoma, Entwicklung eines brandbeständigen ultrahochfesten Betons für hochdynamische Beanspruchungen, Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin. 107 (2012).
2. K. Pistol, F. Weise, B. Meng, Polypropylen Fasern in Hochleistungsbetonen- Wirkungsmechanismen im Brandfall, Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin. 107 (2012) Heft 7.
3. EN 1363-1 Fire resistance test – Part 1: General requirements.
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5. EN 12350-2 Testing fresh concrete – Part 2: Slump test.
Cited by
2 articles.
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