Experimental and Computational Studies on Steel Beam End Framing Connections in Fire
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Détails bibliographiques
| Auteur(s): |
Guanyu Hu
Michael D. Engelhardt |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010 | ||||
| Publié dans: | IABSE Symposium Venice 2010 | ||||
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| Page(s): | 216-217 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2010 | ||||
| DOI: | 10.2749/222137810796024259 | ||||
| Abstrait: |
This paper summarizes the results of on-going research on the behavior of simple beam end framing connections in steel buildings subjected to fire. In this study, the behavior of single plate connections under elevated temperatures is studied both by experiments and by finite element analysis. Experiments are being conducted to better understand the load-deformation response and controlling failure modes of the connection at elevated temperatures. Test results are compared to modified limit state design equations from the AISC Specification. Finite element models are also being developed and validated by the experimental results. This paper will presents key results from the investigations conducted to date. |
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