Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam
| Autor: | P. Kozioł, S. Rowiński, Wojciech Lorenc, Maciej Kożuch |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2017 |
| Předmět: |
Engineering
business.industry 0211 other engineering and technologies Mechanical engineering Environmental engineering 020101 civil engineering 02 engineering and technology General Medicine TA170-171 0201 civil engineering Connection (mathematics) 021105 building & construction Transition zone transition zone perfobond connectors hybrid beam Business management business destructive tests Beam (structure) composite structures |
| Zdroj: | Civil and Environmental Engineering Reports, Vol 25, Iss 2, Pp 137-146 (2017) |
| ISSN: | 2450-8594 2080-5187 |
| Popis: | The problem of transition zone of structural steel element connected to concrete is discussed in the following paper. This zone may be located for instance in specific bridge composite girder. In such case the composite beam passes smoothly into concrete beam. Because of several dowels usage in the transition zone, the problem of uneven force distribution were discussed through analogy to bolted and welded connections. The authors present innovative solution of transition zone and discuss the results, with emphasis put on the transition zone structural response in term of bending capacity, failure model and force distribution on the connection length. The article wider the already executed experimental test and presents its newest results. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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