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Catenary action in single storey industrial halls subjected to localized fires
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och brand.ORCID-id: 0000-0002-7286-5500
Czech Technical University, Prague.
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och brand.ORCID-id: 0000-0002-0071-6637
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och brand.
Vise andre og tillknytning
2017 (engelsk)Inngår i: Proceedings of the 7th International Conference on Mechanics and Materials in Design (M2D) / [ed] Gomes, JFS; Meguid, SA, Porto: INEGI-FEUP , 2017, s. 1627-1628Konferansepaper, Publicerat paper (Fagfellevurdert)
Abstract [en]

This paper reports on the results from extensive finite element study of single storey industrial halls subjected to the action of localized fires. The results show offer structural resistance in fire situations that are much higher than would be expected from a prescriptive approach. It has been shown that actual resistance of these structural members in fire situations can exceed their primary resistance mechanism through flexural action only. Alternative load transfer mechanism through catenary action offers the added resistance at much higher temperatures than the conventional critical temperatures from prescriptive design. The paper also presents simplified calculation procedures that can be used to reasonably predict the structural resistance at elevated temperatures considering the catenary action

sted, utgiver, år, opplag, sider
Porto: INEGI-FEUP , 2017. s. 1627-1628
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Identifikatorer
URN: urn:nbn:se:ltu:diva-68321ISI: 000427886600305ISBN: 978-989-98832-7-7 (tryckt)OAI: oai:DiVA.org:ltu-68321DiVA, id: diva2:1197280
Konferanse
7th International Conference on Mechanics and Materials in Design (M2D), Albufeira, Portugal, Jun 11-15 2017
Tilgjengelig fra: 2018-04-12 Laget: 2018-04-12 Sist oppdatert: 2018-06-07bibliografisk kontrollert

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