Experimental evaluation of composite floor assemblies under fire loading

E. Wellman, A. H. Varma, R. Fike, P. Pakala, V. Kodur

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

This paper presents the results of experimental investigations on the structural behavior of composite beam and floor systems subjected to gravity and thermal loading through experimental testing. A floor slab, 3.96 m by 4.57 m in plan with single plate, beam-to-girder shear connections was tested under a realistic fire without fire-protection on the interior beam. The results show that the lack of fire proofing on the interior beam and the "realistic fire" caused: (i) slower cooling of all elements in the system including the connection elements; and (ii) permanent deformations in the beam and the girders. The connection did not fail in the specimen although deformations were present as a result of the cooling portion of the realistic fire, indicating that the composite slab carries a significant portion of the shear from the beam to the girder.

Original languageEnglish
Title of host publicationStructures in Fire - Proceedings of the Sixth International Conference, SiF'10
Pages417-424
Number of pages8
StatePublished - 2010
Event6th International Conference on Structures in Fire, SiF'10 - East Lansing, MI, United States
Duration: 2 Jun 20104 Jun 2010

Publication series

NameStructures in Fire - Proceedings of the Sixth International Conference, SiF'10

Conference

Conference6th International Conference on Structures in Fire, SiF'10
Country/TerritoryUnited States
CityEast Lansing, MI
Period2/06/104/06/10

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