This paper presents the results of an experimental study (the ultimate load capacity of composite metal decking/concrete floor slabs. Full-scale in situ testing of composite floor slabs was carried out in the Building Research Establishment's Large Building Test Facility (LBTF) at Cardington. A parallel laboratory test programme, which compared the behaviour of composite floor slabs strips, also carried out at Queen's University Belfast (QUB). Articular attention was paid to the contribution of compressive membrane action to the load carrying capacity. The results of both test programmes were compared with predictions by yield line theory and a theoretical prediction method in which the amount of horizontal restraint mid be assessed. The full-scale tests clearly demon-wed the significant contribution of compressive membrane effects to the load capacity of interior floor panels with a lesser contribution to edge/corner panels.
- concrete structures
- structure & design
- composite structures
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
Peel-Cross, J., Rankin, B., Gilbert, S., & Long, A. (2001). Compressive membrane action in composite floor slabs in the Cardington LBTF. Proceedings of the ICE - Structures and Buildings, 146(2), 217-226. https://doi.org/10.1680/stbu.2001.146.2.217