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...
Ausführliche Beschreibung
Autor*in: |
Kozioł Piotr [verfasserIn] Kożuch Maciej [verfasserIn] Lorenc Wojciech [verfasserIn] Rowiński Sławomir [verfasserIn] |
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E-Artikel |
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Sprache: |
Englisch |
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2017 |
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Übergeordnetes Werk: |
In: Civil and Environmental Engineering Reports - Sciendo, 2015, 25(2017), 2, Seite 137-146 |
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Übergeordnetes Werk: |
volume:25 ; year:2017 ; number:2 ; pages:137-146 |
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Link aufrufen |
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DOI / URN: |
10.1515/ceer-2017-0025 |
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Katalog-ID: |
DOAJ055755747 |
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10.1515/ceer-2017-0025 doi (DE-627)DOAJ055755747 (DE-599)DOAJ2fccf131e0904b159d6f8c5aaf5aacbe DE-627 ger DE-627 rakwb eng TA170-171 Kozioł Piotr verfasserin aut Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 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. transition zone hybrid beam perfobond connectors destructive tests composite structures Environmental engineering Kożuch Maciej verfasserin aut Lorenc Wojciech verfasserin aut Rowiński Sławomir verfasserin aut In Civil and Environmental Engineering Reports Sciendo, 2015 25(2017), 2, Seite 137-146 (DE-627)741169924 (DE-600)2710500-3 24508594 nnns volume:25 year:2017 number:2 pages:137-146 https://doi.org/10.1515/ceer-2017-0025 kostenfrei https://doaj.org/article/2fccf131e0904b159d6f8c5aaf5aacbe kostenfrei https://doi.org/10.1515/ceer-2017-0025 kostenfrei https://doaj.org/toc/2080-5187 Journal toc kostenfrei https://doaj.org/toc/2450-8594 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 25 2017 2 137-146 |
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10.1515/ceer-2017-0025 doi (DE-627)DOAJ055755747 (DE-599)DOAJ2fccf131e0904b159d6f8c5aaf5aacbe DE-627 ger DE-627 rakwb eng TA170-171 Kozioł Piotr verfasserin aut Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 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. transition zone hybrid beam perfobond connectors destructive tests composite structures Environmental engineering Kożuch Maciej verfasserin aut Lorenc Wojciech verfasserin aut Rowiński Sławomir verfasserin aut In Civil and Environmental Engineering Reports Sciendo, 2015 25(2017), 2, Seite 137-146 (DE-627)741169924 (DE-600)2710500-3 24508594 nnns volume:25 year:2017 number:2 pages:137-146 https://doi.org/10.1515/ceer-2017-0025 kostenfrei https://doaj.org/article/2fccf131e0904b159d6f8c5aaf5aacbe kostenfrei https://doi.org/10.1515/ceer-2017-0025 kostenfrei https://doaj.org/toc/2080-5187 Journal toc kostenfrei https://doaj.org/toc/2450-8594 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 25 2017 2 137-146 |
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10.1515/ceer-2017-0025 doi (DE-627)DOAJ055755747 (DE-599)DOAJ2fccf131e0904b159d6f8c5aaf5aacbe DE-627 ger DE-627 rakwb eng TA170-171 Kozioł Piotr verfasserin aut Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 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. transition zone hybrid beam perfobond connectors destructive tests composite structures Environmental engineering Kożuch Maciej verfasserin aut Lorenc Wojciech verfasserin aut Rowiński Sławomir verfasserin aut In Civil and Environmental Engineering Reports Sciendo, 2015 25(2017), 2, Seite 137-146 (DE-627)741169924 (DE-600)2710500-3 24508594 nnns volume:25 year:2017 number:2 pages:137-146 https://doi.org/10.1515/ceer-2017-0025 kostenfrei https://doaj.org/article/2fccf131e0904b159d6f8c5aaf5aacbe kostenfrei https://doi.org/10.1515/ceer-2017-0025 kostenfrei https://doaj.org/toc/2080-5187 Journal toc kostenfrei https://doaj.org/toc/2450-8594 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 25 2017 2 137-146 |
allfieldsSound |
10.1515/ceer-2017-0025 doi (DE-627)DOAJ055755747 (DE-599)DOAJ2fccf131e0904b159d6f8c5aaf5aacbe DE-627 ger DE-627 rakwb eng TA170-171 Kozioł Piotr verfasserin aut Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 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. transition zone hybrid beam perfobond connectors destructive tests composite structures Environmental engineering Kożuch Maciej verfasserin aut Lorenc Wojciech verfasserin aut Rowiński Sławomir verfasserin aut In Civil and Environmental Engineering Reports Sciendo, 2015 25(2017), 2, Seite 137-146 (DE-627)741169924 (DE-600)2710500-3 24508594 nnns volume:25 year:2017 number:2 pages:137-146 https://doi.org/10.1515/ceer-2017-0025 kostenfrei https://doaj.org/article/2fccf131e0904b159d6f8c5aaf5aacbe kostenfrei https://doi.org/10.1515/ceer-2017-0025 kostenfrei https://doaj.org/toc/2080-5187 Journal toc kostenfrei https://doaj.org/toc/2450-8594 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 25 2017 2 137-146 |
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Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam |
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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. |
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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. |
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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. |
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score |
7.398242 |