Structural Steel Joints with Bolts in Threaded Holes

The application of tubular columns in steel structures offers many advantages. However, this potential has not been fully utilized due to a lack of access for the installation of standard bolts in end-plate beam-to-column joints. Blind bolts are an alternative way of connecting the beam end-plate to...
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Autor*in:	Marko Ptiček [verfasserIn] Davor Skejić [verfasserIn] Milan Veljković [verfasserIn] Gianvittorio Rizzano [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	beam-to-tubular column joint blind bolts bolts in threaded holes EN 1993-1-8 parametric analysis thread engagement length

Übergeordnetes Werk:	In: Tehnički Vjesnik - Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek, 2017, 29(2022), 4, Seite 1382-1393
Übergeordnetes Werk:	volume:29 ; year:2022 ; number:4 ; pages:1382-1393

Links:	Link aufrufen Link aufrufen Journal toc Journal toc

Katalog-ID:	DOAJ021047812

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allfields	(DE-627)DOAJ021047812 (DE-599)DOAJ20e410306a69499e81ae1e0462c81143 DE-627 ger DE-627 rakwb eng TA1-2040 Marko Ptiček verfasserin aut Structural Steel Joints with Bolts in Threaded Holes 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The application of tubular columns in steel structures offers many advantages. However, this potential has not been fully utilized due to a lack of access for the installation of standard bolts in end-plate beam-to-column joints. Blind bolts are an alternative way of connecting the beam end-plate to hollow section column, for they can be installed and tightened from outside of the column. Standard high strength bolts can be directly screwed into the threaded hole tapped in the column hole wall. Bolts in threaded holes (BTH) - use threads on the bolt hole wall as an anchorage instead of nuts used in standard bolt assemblies. Provisions regarding BTH can be found in the draft version of new Eurocode 3, Part 1-8, including the definition of minimum thread engagement lengths. Parametric study of beam-to-tubular column joint with extended end-plate was conducted in order to analyse the influence of BTH and specific failure modes on overall joint resistance. Minimum thread engagement length limitations were checked for all considered combinations of parameters, and based on these results, an overview of the general applicability of bolts in threaded holes was gained. beam-to-tubular column joint blind bolts bolts in threaded holes EN 1993-1-8 parametric analysis thread engagement length Engineering (General). Civil engineering (General) Davor Skejić verfasserin aut Milan Veljković verfasserin aut Gianvittorio Rizzano verfasserin aut In Tehnički Vjesnik Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek, 2017 29(2022), 4, Seite 1382-1393 (DE-627)603490964 (DE-600)2502144-8 18486339 nnns volume:29 year:2022 number:4 pages:1382-1393 https://doaj.org/article/20e410306a69499e81ae1e0462c81143 kostenfrei https://hrcak.srce.hr/file/404856 kostenfrei https://doaj.org/toc/1330-3651 Journal toc kostenfrei https://doaj.org/toc/1848-6339 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 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_2003 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2119 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_4700 AR 29 2022 4 1382-1393
spelling	(DE-627)DOAJ021047812 (DE-599)DOAJ20e410306a69499e81ae1e0462c81143 DE-627 ger DE-627 rakwb eng TA1-2040 Marko Ptiček verfasserin aut Structural Steel Joints with Bolts in Threaded Holes 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The application of tubular columns in steel structures offers many advantages. However, this potential has not been fully utilized due to a lack of access for the installation of standard bolts in end-plate beam-to-column joints. Blind bolts are an alternative way of connecting the beam end-plate to hollow section column, for they can be installed and tightened from outside of the column. Standard high strength bolts can be directly screwed into the threaded hole tapped in the column hole wall. Bolts in threaded holes (BTH) - use threads on the bolt hole wall as an anchorage instead of nuts used in standard bolt assemblies. Provisions regarding BTH can be found in the draft version of new Eurocode 3, Part 1-8, including the definition of minimum thread engagement lengths. Parametric study of beam-to-tubular column joint with extended end-plate was conducted in order to analyse the influence of BTH and specific failure modes on overall joint resistance. Minimum thread engagement length limitations were checked for all considered combinations of parameters, and based on these results, an overview of the general applicability of bolts in threaded holes was gained. beam-to-tubular column joint blind bolts bolts in threaded holes EN 1993-1-8 parametric analysis thread engagement length Engineering (General). Civil engineering (General) Davor Skejić verfasserin aut Milan Veljković verfasserin aut Gianvittorio Rizzano verfasserin aut In Tehnički Vjesnik Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek, 2017 29(2022), 4, Seite 1382-1393 (DE-627)603490964 (DE-600)2502144-8 18486339 nnns volume:29 year:2022 number:4 pages:1382-1393 https://doaj.org/article/20e410306a69499e81ae1e0462c81143 kostenfrei https://hrcak.srce.hr/file/404856 kostenfrei https://doaj.org/toc/1330-3651 Journal toc kostenfrei https://doaj.org/toc/1848-6339 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 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_2003 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2119 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_4700 AR 29 2022 4 1382-1393
allfields_unstemmed	(DE-627)DOAJ021047812 (DE-599)DOAJ20e410306a69499e81ae1e0462c81143 DE-627 ger DE-627 rakwb eng TA1-2040 Marko Ptiček verfasserin aut Structural Steel Joints with Bolts in Threaded Holes 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The application of tubular columns in steel structures offers many advantages. However, this potential has not been fully utilized due to a lack of access for the installation of standard bolts in end-plate beam-to-column joints. Blind bolts are an alternative way of connecting the beam end-plate to hollow section column, for they can be installed and tightened from outside of the column. Standard high strength bolts can be directly screwed into the threaded hole tapped in the column hole wall. Bolts in threaded holes (BTH) - use threads on the bolt hole wall as an anchorage instead of nuts used in standard bolt assemblies. Provisions regarding BTH can be found in the draft version of new Eurocode 3, Part 1-8, including the definition of minimum thread engagement lengths. Parametric study of beam-to-tubular column joint with extended end-plate was conducted in order to analyse the influence of BTH and specific failure modes on overall joint resistance. Minimum thread engagement length limitations were checked for all considered combinations of parameters, and based on these results, an overview of the general applicability of bolts in threaded holes was gained. beam-to-tubular column joint blind bolts bolts in threaded holes EN 1993-1-8 parametric analysis thread engagement length Engineering (General). Civil engineering (General) Davor Skejić verfasserin aut Milan Veljković verfasserin aut Gianvittorio Rizzano verfasserin aut In Tehnički Vjesnik Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek, 2017 29(2022), 4, Seite 1382-1393 (DE-627)603490964 (DE-600)2502144-8 18486339 nnns volume:29 year:2022 number:4 pages:1382-1393 https://doaj.org/article/20e410306a69499e81ae1e0462c81143 kostenfrei https://hrcak.srce.hr/file/404856 kostenfrei https://doaj.org/toc/1330-3651 Journal toc kostenfrei https://doaj.org/toc/1848-6339 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 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_2003 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2119 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_4700 AR 29 2022 4 1382-1393
allfieldsGer	(DE-627)DOAJ021047812 (DE-599)DOAJ20e410306a69499e81ae1e0462c81143 DE-627 ger DE-627 rakwb eng TA1-2040 Marko Ptiček verfasserin aut Structural Steel Joints with Bolts in Threaded Holes 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The application of tubular columns in steel structures offers many advantages. However, this potential has not been fully utilized due to a lack of access for the installation of standard bolts in end-plate beam-to-column joints. Blind bolts are an alternative way of connecting the beam end-plate to hollow section column, for they can be installed and tightened from outside of the column. Standard high strength bolts can be directly screwed into the threaded hole tapped in the column hole wall. Bolts in threaded holes (BTH) - use threads on the bolt hole wall as an anchorage instead of nuts used in standard bolt assemblies. Provisions regarding BTH can be found in the draft version of new Eurocode 3, Part 1-8, including the definition of minimum thread engagement lengths. Parametric study of beam-to-tubular column joint with extended end-plate was conducted in order to analyse the influence of BTH and specific failure modes on overall joint resistance. Minimum thread engagement length limitations were checked for all considered combinations of parameters, and based on these results, an overview of the general applicability of bolts in threaded holes was gained. beam-to-tubular column joint blind bolts bolts in threaded holes EN 1993-1-8 parametric analysis thread engagement length Engineering (General). Civil engineering (General) Davor Skejić verfasserin aut Milan Veljković verfasserin aut Gianvittorio Rizzano verfasserin aut In Tehnički Vjesnik Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek, 2017 29(2022), 4, Seite 1382-1393 (DE-627)603490964 (DE-600)2502144-8 18486339 nnns volume:29 year:2022 number:4 pages:1382-1393 https://doaj.org/article/20e410306a69499e81ae1e0462c81143 kostenfrei https://hrcak.srce.hr/file/404856 kostenfrei https://doaj.org/toc/1330-3651 Journal toc kostenfrei https://doaj.org/toc/1848-6339 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 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_2003 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2119 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_4700 AR 29 2022 4 1382-1393
allfieldsSound	(DE-627)DOAJ021047812 (DE-599)DOAJ20e410306a69499e81ae1e0462c81143 DE-627 ger DE-627 rakwb eng TA1-2040 Marko Ptiček verfasserin aut Structural Steel Joints with Bolts in Threaded Holes 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The application of tubular columns in steel structures offers many advantages. However, this potential has not been fully utilized due to a lack of access for the installation of standard bolts in end-plate beam-to-column joints. Blind bolts are an alternative way of connecting the beam end-plate to hollow section column, for they can be installed and tightened from outside of the column. Standard high strength bolts can be directly screwed into the threaded hole tapped in the column hole wall. Bolts in threaded holes (BTH) - use threads on the bolt hole wall as an anchorage instead of nuts used in standard bolt assemblies. Provisions regarding BTH can be found in the draft version of new Eurocode 3, Part 1-8, including the definition of minimum thread engagement lengths. Parametric study of beam-to-tubular column joint with extended end-plate was conducted in order to analyse the influence of BTH and specific failure modes on overall joint resistance. Minimum thread engagement length limitations were checked for all considered combinations of parameters, and based on these results, an overview of the general applicability of bolts in threaded holes was gained. beam-to-tubular column joint blind bolts bolts in threaded holes EN 1993-1-8 parametric analysis thread engagement length Engineering (General). Civil engineering (General) Davor Skejić verfasserin aut Milan Veljković verfasserin aut Gianvittorio Rizzano verfasserin aut In Tehnički Vjesnik Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek, 2017 29(2022), 4, Seite 1382-1393 (DE-627)603490964 (DE-600)2502144-8 18486339 nnns volume:29 year:2022 number:4 pages:1382-1393 https://doaj.org/article/20e410306a69499e81ae1e0462c81143 kostenfrei https://hrcak.srce.hr/file/404856 kostenfrei https://doaj.org/toc/1330-3651 Journal toc kostenfrei https://doaj.org/toc/1848-6339 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 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_2003 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2119 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_4700 AR 29 2022 4 1382-1393
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callnumber-first	T - Technology
author	Marko Ptiček
spellingShingle	Marko Ptiček misc TA1-2040 misc beam-to-tubular column joint misc blind bolts misc bolts in threaded holes misc EN 1993-1-8 misc parametric analysis misc thread engagement length misc Engineering (General). Civil engineering (General) Structural Steel Joints with Bolts in Threaded Holes
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topic_title	TA1-2040 Structural Steel Joints with Bolts in Threaded Holes beam-to-tubular column joint blind bolts bolts in threaded holes EN 1993-1-8 parametric analysis thread engagement length
topic	misc TA1-2040 misc beam-to-tubular column joint misc blind bolts misc bolts in threaded holes misc EN 1993-1-8 misc parametric analysis misc thread engagement length misc Engineering (General). Civil engineering (General)
topic_unstemmed	misc TA1-2040 misc beam-to-tubular column joint misc blind bolts misc bolts in threaded holes misc EN 1993-1-8 misc parametric analysis misc thread engagement length misc Engineering (General). Civil engineering (General)
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title	Structural Steel Joints with Bolts in Threaded Holes
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title_full	Structural Steel Joints with Bolts in Threaded Holes
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title_sort	structural steel joints with bolts in threaded holes
callnumber	TA1-2040
title_auth	Structural Steel Joints with Bolts in Threaded Holes
abstract	The application of tubular columns in steel structures offers many advantages. However, this potential has not been fully utilized due to a lack of access for the installation of standard bolts in end-plate beam-to-column joints. Blind bolts are an alternative way of connecting the beam end-plate to hollow section column, for they can be installed and tightened from outside of the column. Standard high strength bolts can be directly screwed into the threaded hole tapped in the column hole wall. Bolts in threaded holes (BTH) - use threads on the bolt hole wall as an anchorage instead of nuts used in standard bolt assemblies. Provisions regarding BTH can be found in the draft version of new Eurocode 3, Part 1-8, including the definition of minimum thread engagement lengths. Parametric study of beam-to-tubular column joint with extended end-plate was conducted in order to analyse the influence of BTH and specific failure modes on overall joint resistance. Minimum thread engagement length limitations were checked for all considered combinations of parameters, and based on these results, an overview of the general applicability of bolts in threaded holes was gained.
abstractGer	The application of tubular columns in steel structures offers many advantages. However, this potential has not been fully utilized due to a lack of access for the installation of standard bolts in end-plate beam-to-column joints. Blind bolts are an alternative way of connecting the beam end-plate to hollow section column, for they can be installed and tightened from outside of the column. Standard high strength bolts can be directly screwed into the threaded hole tapped in the column hole wall. Bolts in threaded holes (BTH) - use threads on the bolt hole wall as an anchorage instead of nuts used in standard bolt assemblies. Provisions regarding BTH can be found in the draft version of new Eurocode 3, Part 1-8, including the definition of minimum thread engagement lengths. Parametric study of beam-to-tubular column joint with extended end-plate was conducted in order to analyse the influence of BTH and specific failure modes on overall joint resistance. Minimum thread engagement length limitations were checked for all considered combinations of parameters, and based on these results, an overview of the general applicability of bolts in threaded holes was gained.
abstract_unstemmed	The application of tubular columns in steel structures offers many advantages. However, this potential has not been fully utilized due to a lack of access for the installation of standard bolts in end-plate beam-to-column joints. Blind bolts are an alternative way of connecting the beam end-plate to hollow section column, for they can be installed and tightened from outside of the column. Standard high strength bolts can be directly screwed into the threaded hole tapped in the column hole wall. Bolts in threaded holes (BTH) - use threads on the bolt hole wall as an anchorage instead of nuts used in standard bolt assemblies. Provisions regarding BTH can be found in the draft version of new Eurocode 3, Part 1-8, including the definition of minimum thread engagement lengths. Parametric study of beam-to-tubular column joint with extended end-plate was conducted in order to analyse the influence of BTH and specific failure modes on overall joint resistance. Minimum thread engagement length limitations were checked for all considered combinations of parameters, and based on these results, an overview of the general applicability of bolts in threaded holes was gained.
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title_short	Structural Steel Joints with Bolts in Threaded Holes
url	https://doaj.org/article/20e410306a69499e81ae1e0462c81143 https://hrcak.srce.hr/file/404856 https://doaj.org/toc/1330-3651 https://doaj.org/toc/1848-6339
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author2	Davor Skejić Milan Veljković Gianvittorio Rizzano
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