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CT and laboratory test of the wall panels after fire load

Lublóy, Éva Eszter and Kapitány, Kristóf and Balázs, László and Földes, Tamás and Hlavicka, Viktor and Laczák, Lili Eszter (2019) CT and laboratory test of the wall panels after fire load. CONSTRUCTION AND BUILDING MATERIALS, 211. pp. 1105-1116. ISSN 0950-0618

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Abstract

Nowadays prefabricated elements are typically made of highstrength concrete. In case of fire load, in addition to chemical and physical changes, spalling (detachment of layers) of the concrete surface may occur. This is especially true for the high-strength concrete. Based on our previous examinations we stated that computed tomography (CT) provides a good opportunity to test the fire-damaged buildings. However, the question is whether this method can be applied even if spalling of the concrete surface is caused by fire. Fire load tests were carried out on small elements (concrete cubes and blocks) and on full-scale wall panels, then results of these tests were compared. Beside the CT tests, laboratory tests were also carried out. Results of the tests were analysed and compared and by this we validated the correctness and applicability of the CT examinations.

Item Type: Article
Uncontrolled Keywords: The surface of the aggregate have been damaged after the thermal load of 800 Celsius. After load of 500 Celsius the interface of the aggregate was damaged and cracks formed. In the core samples the porosity change, cracks formed and the HU value decreased.
Subjects: T Technology / alkalmazott, műszaki tudományok > TJ Mechanical engineering and machinery / gépészmérnöki tudományok
T Technology / alkalmazott, műszaki tudományok > TP Chemical technology / vegyipar, vegyészeti technológia
T Technology / alkalmazott, műszaki tudományok > TS Manufactures / különféle iparágak, ipari termékek
Depositing User: dr. E. É Lublóy
Date Deposited: 23 Sep 2019 08:58
Last Modified: 23 Sep 2019 08:58
URI: http://real.mtak.hu/id/eprint/100423

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