Finite Element Analysis of Blind Bolted Extended and Flush End Plate Connections of Steel Beams to Hollow Section Columns

Hollow structural sections (HSS) have been used in many structural applications, owing to their efficient structural performance and suitable appearance. However, due to the lack of access inside the HSS column for bolting purposes, it has been difficult to develop a practical bolted moment connecti...

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Autores principales:	Mohsen Izadinia, Nima Riahy
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2021
Materias:	blind bolt flush end plate extended end plate cyclic loading finite element modelling Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/ce04a33cc65d4bdeb932396eed2697e8
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spelling	oai:doaj.org-article:ce04a33cc65d4bdeb932396eed2697e82021-11-08T15:54:18ZFinite Element Analysis of Blind Bolted Extended and Flush End Plate Connections of Steel Beams to Hollow Section Columns2476-39772538-261610.22065/jsce.2019.165944.1754https://doaj.org/article/ce04a33cc65d4bdeb932396eed2697e82021-03-01T00:00:00Zhttps://www.jsce.ir/article_82836_fcdf56368a3dd4ecab2a80bdd42f9e3f.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Hollow structural sections (HSS) have been used in many structural applications, owing to their efficient structural performance and suitable appearance. However, due to the lack of access inside the HSS column for bolting purposes, it has been difficult to develop a practical bolted moment connection. Thus, field welded beam-to-HSS column connections have been the only viable method. Recently some blind fasteners are developed to be used in application which access for installation is only from one side of the connection. At the moment different blind bolts were designed for use in one side connections. In this project, comparison of the test result of an article and three dimensional finite element modeling of the blind bolted end plate joint with concrete-filled square hollow section columns to steel beam and Lindapter blind bolt (Hollo-Bolt) under monotonic loading indicates that the finite element analyses can be used to predict the connection behavior with sufficient accuracy. After that studied parametric investigation under cyclic loading into the end plates thickness, bolt diameter and bolt pretension force for the blind bolted extended and flush end plate connections of steel beams to hollow section column with ABAQUS and got moment-rotation hysteretic curve of each ones. Results have shown that the end plates thickness, bolt diameter and bolt pretension force have influenced on the connection behavior.Mohsen IzadiniaNima RiahyIranian Society of Structrual Engineering (ISSE)articleblind boltflush end plateextended end platecyclic loadingfinite element modellingBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 8, Iss 1, Pp 5-22 (2021)
institution	DOAJ
collection	DOAJ
language	FA
topic	blind bolt flush end plate extended end plate cyclic loading finite element modelling Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	blind bolt flush end plate extended end plate cyclic loading finite element modelling Bridge engineering TG1-470 Building construction TH1-9745 Mohsen Izadinia Nima Riahy Finite Element Analysis of Blind Bolted Extended and Flush End Plate Connections of Steel Beams to Hollow Section Columns
description	Hollow structural sections (HSS) have been used in many structural applications, owing to their efficient structural performance and suitable appearance. However, due to the lack of access inside the HSS column for bolting purposes, it has been difficult to develop a practical bolted moment connection. Thus, field welded beam-to-HSS column connections have been the only viable method. Recently some blind fasteners are developed to be used in application which access for installation is only from one side of the connection. At the moment different blind bolts were designed for use in one side connections. In this project, comparison of the test result of an article and three dimensional finite element modeling of the blind bolted end plate joint with concrete-filled square hollow section columns to steel beam and Lindapter blind bolt (Hollo-Bolt) under monotonic loading indicates that the finite element analyses can be used to predict the connection behavior with sufficient accuracy. After that studied parametric investigation under cyclic loading into the end plates thickness, bolt diameter and bolt pretension force for the blind bolted extended and flush end plate connections of steel beams to hollow section column with ABAQUS and got moment-rotation hysteretic curve of each ones. Results have shown that the end plates thickness, bolt diameter and bolt pretension force have influenced on the connection behavior.
format	article
author	Mohsen Izadinia Nima Riahy
author_facet	Mohsen Izadinia Nima Riahy
author_sort	Mohsen Izadinia
title	Finite Element Analysis of Blind Bolted Extended and Flush End Plate Connections of Steel Beams to Hollow Section Columns
title_short	Finite Element Analysis of Blind Bolted Extended and Flush End Plate Connections of Steel Beams to Hollow Section Columns
title_full	Finite Element Analysis of Blind Bolted Extended and Flush End Plate Connections of Steel Beams to Hollow Section Columns
title_fullStr	Finite Element Analysis of Blind Bolted Extended and Flush End Plate Connections of Steel Beams to Hollow Section Columns
title_full_unstemmed	Finite Element Analysis of Blind Bolted Extended and Flush End Plate Connections of Steel Beams to Hollow Section Columns
title_sort	finite element analysis of blind bolted extended and flush end plate connections of steel beams to hollow section columns
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2021
url	https://doaj.org/article/ce04a33cc65d4bdeb932396eed2697e8
work_keys_str_mv	AT mohsenizadinia finiteelementanalysisofblindboltedextendedandflushendplateconnectionsofsteelbeamstohollowsectioncolumns AT nimariahy finiteelementanalysisofblindboltedextendedandflushendplateconnectionsofsteelbeamstohollowsectioncolumns
_version_	1718441610120790016

Finite Element Analysis of Blind Bolted Extended and Flush End Plate Connections of Steel Beams to Hollow Section Columns

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