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

Gespeichert in:

Autor*in:	Kozioł Piotr [verfasserIn] Kożuch Maciej [verfasserIn] Lorenc Wojciech [verfasserIn] Rowiński Sławomir [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2017

Schlagwörter:	transition zone hybrid beam perfobond connectors destructive tests composite structures

Übergeordnetes Werk:	In: Civil and Environmental Engineering Reports - Sciendo, 2015, 25(2017), 2, Seite 137-146
Übergeordnetes Werk:	volume:25 ; year:2017 ; number:2 ; pages:137-146

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc Journal toc

DOI / URN:	10.1515/ceer-2017-0025

Katalog-ID:	DOAJ055755747

Internformat


LEADER	01000caa a22002652 4500
001	DOAJ055755747
003	DE-627
005	20230308193258.0
007	cr uuu---uuuuu
008	230227s2017 xx \|\|\|\|\|o 00\| \|\|eng c
024	7		\|a 10.1515/ceer-2017-0025 \|2 doi
035			\|a (DE-627)DOAJ055755747
035			\|a (DE-599)DOAJ2fccf131e0904b159d6f8c5aaf5aacbe
040			\|a DE-627 \|b ger \|c DE-627 \|e rakwb
041			\|a eng
050		0	\|a TA170-171
100	0		\|a Kozioł Piotr \|e verfasserin \|4 aut
245	1	0	\|a Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam
264		1	\|c 2017
336			\|a Text \|b txt \|2 rdacontent
337			\|a Computermedien \|b c \|2 rdamedia
338			\|a Online-Ressource \|b cr \|2 rdacarrier
520			\|a 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.
650		4	\|a transition zone
650		4	\|a hybrid beam
650		4	\|a perfobond connectors
650		4	\|a destructive tests
650		4	\|a composite structures
653		0	\|a Environmental engineering
700	0		\|a Kożuch Maciej \|e verfasserin \|4 aut
700	0		\|a Lorenc Wojciech \|e verfasserin \|4 aut
700	0		\|a Rowiński Sławomir \|e verfasserin \|4 aut
773	0	8	\|i In \|t Civil and Environmental Engineering Reports \|d Sciendo, 2015 \|g 25(2017), 2, Seite 137-146 \|w (DE-627)741169924 \|w (DE-600)2710500-3 \|x 24508594 \|7 nnns
773	1	8	\|g volume:25 \|g year:2017 \|g number:2 \|g pages:137-146
856	4	0	\|u https://doi.org/10.1515/ceer-2017-0025 \|z kostenfrei
856	4	0	\|u https://doaj.org/article/2fccf131e0904b159d6f8c5aaf5aacbe \|z kostenfrei
856	4	0	\|u https://doi.org/10.1515/ceer-2017-0025 \|z kostenfrei
856	4	2	\|u https://doaj.org/toc/2080-5187 \|y Journal toc \|z kostenfrei
856	4	2	\|u https://doaj.org/toc/2450-8594 \|y Journal toc \|z kostenfrei
912			\|a GBV_USEFLAG_A
912			\|a SYSFLAG_A
912			\|a GBV_DOAJ
912			\|a GBV_ILN_20
912			\|a GBV_ILN_22
912			\|a GBV_ILN_23
912			\|a GBV_ILN_24
912			\|a GBV_ILN_39
912			\|a GBV_ILN_40
912			\|a GBV_ILN_60
912			\|a GBV_ILN_62
912			\|a GBV_ILN_63
912			\|a GBV_ILN_65
912			\|a GBV_ILN_69
912			\|a GBV_ILN_70
912			\|a GBV_ILN_73
912			\|a GBV_ILN_95
912			\|a GBV_ILN_105
912			\|a GBV_ILN_110
912			\|a GBV_ILN_151
912			\|a GBV_ILN_161
912			\|a GBV_ILN_170
912			\|a GBV_ILN_213
912			\|a GBV_ILN_230
912			\|a GBV_ILN_285
912			\|a GBV_ILN_293
912			\|a GBV_ILN_370
912			\|a GBV_ILN_602
912			\|a GBV_ILN_2014
912			\|a GBV_ILN_4012
912			\|a GBV_ILN_4037
912			\|a GBV_ILN_4112
912			\|a GBV_ILN_4125
912			\|a GBV_ILN_4126
912			\|a GBV_ILN_4249
912			\|a GBV_ILN_4305
912			\|a GBV_ILN_4306
912			\|a GBV_ILN_4307
912			\|a GBV_ILN_4313
912			\|a GBV_ILN_4322
912			\|a GBV_ILN_4323
912			\|a GBV_ILN_4324
912			\|a GBV_ILN_4325
912			\|a GBV_ILN_4335
912			\|a GBV_ILN_4338
912			\|a GBV_ILN_4367
912			\|a GBV_ILN_4392
912			\|a GBV_ILN_4700
951			\|a AR
952			\|d 25 \|j 2017 \|e 2 \|h 137-146

Indexfelder

author_variant	k p kp k m km l w lw r s rs
matchkey_str	article:24508594:2017----::oncinaaiyfhtastoznisel
hierarchy_sort_str	2017
callnumber-subject-code	TA
publishDate	2017
allfields	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
spelling	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
allfields_unstemmed	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
allfieldsGer	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
language	English
source	In Civil and Environmental Engineering Reports 25(2017), 2, Seite 137-146 volume:25 year:2017 number:2 pages:137-146
sourceStr	In Civil and Environmental Engineering Reports 25(2017), 2, Seite 137-146 volume:25 year:2017 number:2 pages:137-146
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	transition zone hybrid beam perfobond connectors destructive tests composite structures Environmental engineering
isfreeaccess_bool	true
container_title	Civil and Environmental Engineering Reports
authorswithroles_txt_mv	Kozioł Piotr @@aut@@ Kożuch Maciej @@aut@@ Lorenc Wojciech @@aut@@ Rowiński Sławomir @@aut@@
publishDateDaySort_date	2017-01-01T00:00:00Z
hierarchy_top_id	741169924
id	DOAJ055755747
language_de	englisch
fullrecord	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">DOAJ055755747</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230308193258.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230227s2017 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1515/ceer-2017-0025</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)DOAJ055755747</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DOAJ2fccf131e0904b159d6f8c5aaf5aacbe</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">TA170-171</subfield></datafield><datafield tag="100" ind1="0" ind2=" "><subfield code="a">Kozioł Piotr</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2017</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">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.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">transition zone</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">hybrid beam</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">perfobond connectors</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">destructive tests</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">composite structures</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Environmental engineering</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Kożuch Maciej</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Lorenc Wojciech</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Rowiński Sławomir</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">In</subfield><subfield code="t">Civil and Environmental Engineering Reports</subfield><subfield code="d">Sciendo, 2015</subfield><subfield code="g">25(2017), 2, Seite 137-146</subfield><subfield code="w">(DE-627)741169924</subfield><subfield code="w">(DE-600)2710500-3</subfield><subfield code="x">24508594</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:25</subfield><subfield code="g">year:2017</subfield><subfield code="g">number:2</subfield><subfield code="g">pages:137-146</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1515/ceer-2017-0025</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doaj.org/article/2fccf131e0904b159d6f8c5aaf5aacbe</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1515/ceer-2017-0025</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/2080-5187</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/2450-8594</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_DOAJ</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_39</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_161</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_170</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_285</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_293</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4012</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4126</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4335</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4367</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4392</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">25</subfield><subfield code="j">2017</subfield><subfield code="e">2</subfield><subfield code="h">137-146</subfield></datafield></record></collection>
callnumber-first	T - Technology
author	Kozioł Piotr
spellingShingle	Kozioł Piotr misc TA170-171 misc transition zone misc hybrid beam misc perfobond connectors misc destructive tests misc composite structures misc Environmental engineering Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam
authorStr	Kozioł Piotr
ppnlink_with_tag_str_mv	@@773@@(DE-627)741169924
format	electronic Article
delete_txt_mv	keep
author_role	aut aut aut aut
collection	DOAJ
remote_str	true
callnumber-label	TA170-171
illustrated	Not Illustrated
issn	24508594
topic_title	TA170-171 Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam transition zone hybrid beam perfobond connectors destructive tests composite structures
topic	misc TA170-171 misc transition zone misc hybrid beam misc perfobond connectors misc destructive tests misc composite structures misc Environmental engineering
topic_unstemmed	misc TA170-171 misc transition zone misc hybrid beam misc perfobond connectors misc destructive tests misc composite structures misc Environmental engineering
topic_browse	misc TA170-171 misc transition zone misc hybrid beam misc perfobond connectors misc destructive tests misc composite structures misc Environmental engineering
format_facet	Elektronische Aufsätze Aufsätze Elektronische Ressource
format_main_str_mv	Text Zeitschrift/Artikel
carriertype_str_mv	cr
hierarchy_parent_title	Civil and Environmental Engineering Reports
hierarchy_parent_id	741169924
hierarchy_top_title	Civil and Environmental Engineering Reports
isfreeaccess_txt	true
familylinks_str_mv	(DE-627)741169924 (DE-600)2710500-3
title	Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam
ctrlnum	(DE-627)DOAJ055755747 (DE-599)DOAJ2fccf131e0904b159d6f8c5aaf5aacbe
title_full	Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam
author_sort	Kozioł Piotr
journal	Civil and Environmental Engineering Reports
journalStr	Civil and Environmental Engineering Reports
callnumber-first-code	T
lang_code	eng
isOA_bool	true
recordtype	marc
publishDateSort	2017
contenttype_str_mv	txt
container_start_page	137
author_browse	Kozioł Piotr Kożuch Maciej Lorenc Wojciech Rowiński Sławomir
container_volume	25
class	TA170-171
format_se	Elektronische Aufsätze
author-letter	Kozioł Piotr
doi_str_mv	10.1515/ceer-2017-0025
author2-role	verfasserin
title_sort	connection capacity of the transition zone in steel-concrete hybrid beam
callnumber	TA170-171
title_auth	Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam
abstract	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.
abstractGer	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.
abstract_unstemmed	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.
collection_details	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
container_issue	2
title_short	Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam
url	https://doi.org/10.1515/ceer-2017-0025 https://doaj.org/article/2fccf131e0904b159d6f8c5aaf5aacbe https://doaj.org/toc/2080-5187 https://doaj.org/toc/2450-8594
remote_bool	true
author2	Kożuch Maciej Lorenc Wojciech Rowiński Sławomir
author2Str	Kożuch Maciej Lorenc Wojciech Rowiński Sławomir
ppnlink	741169924
callnumber-subject	TA - General and Civil Engineering
mediatype_str_mv	c
isOA_txt	true
hochschulschrift_bool	false
doi_str	10.1515/ceer-2017-0025
callnumber-a	TA170-171
up_date	2024-07-03T16:50:21.054Z
_version_	1803577375912361984
fullrecord_marcxml	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">DOAJ055755747</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230308193258.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230227s2017 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1515/ceer-2017-0025</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)DOAJ055755747</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DOAJ2fccf131e0904b159d6f8c5aaf5aacbe</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">TA170-171</subfield></datafield><datafield tag="100" ind1="0" ind2=" "><subfield code="a">Kozioł Piotr</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2017</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">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.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">transition zone</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">hybrid beam</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">perfobond connectors</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">destructive tests</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">composite structures</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Environmental engineering</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Kożuch Maciej</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Lorenc Wojciech</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Rowiński Sławomir</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">In</subfield><subfield code="t">Civil and Environmental Engineering Reports</subfield><subfield code="d">Sciendo, 2015</subfield><subfield code="g">25(2017), 2, Seite 137-146</subfield><subfield code="w">(DE-627)741169924</subfield><subfield code="w">(DE-600)2710500-3</subfield><subfield code="x">24508594</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:25</subfield><subfield code="g">year:2017</subfield><subfield code="g">number:2</subfield><subfield code="g">pages:137-146</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1515/ceer-2017-0025</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doaj.org/article/2fccf131e0904b159d6f8c5aaf5aacbe</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1515/ceer-2017-0025</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/2080-5187</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/2450-8594</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_DOAJ</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_39</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_161</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_170</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_285</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_293</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4012</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4126</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4335</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4367</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4392</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">25</subfield><subfield code="j">2017</subfield><subfield code="e">2</subfield><subfield code="h">137-146</subfield></datafield></record></collection>
score	7.398242

Nicht das Richtige dabei?

Schreiben Sie uns!

Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam

Nicht das Richtige dabei?

Zugang & Verfügbarkeit

Vorhandene Bände

Nicht das Richtige dabei?