Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam
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...
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| Veröffentlicht in: | Civil and environmental engineering reports 2017-06, Vol.25 (2), p.137-146 |
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| container_title | Civil and environmental engineering reports |
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| creator | Kozioł, Piotr Kożuch, Maciej Lorenc, Wojciech Rowiński, Sławomir |
| description | 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. |
| doi_str_mv | 10.1515/ceer-2017-0025 |
| format | Article |
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| ispartof | Civil and environmental engineering reports, 2017-06, Vol.25 (2), p.137-146 |
| issn | 2080-5187 2450-8594 |
| language | eng |
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| source | Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
| subjects | composite structures destructive tests hybrid beam perfobond connectors transition zone |
| title | Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam |
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