Reference : Determination of Slip Factor between CNC-Cut Serrated Surfaces of S355J2 Grade Steel ...

	Document type :	Scientific journals : Article
	Discipline(s) :	Engineering, computing & technology : Civil engineering
	Focus Areas :	Physics and Materials Science
	To cite this reference:	http://hdl.handle.net/10993/53374

Title :	Determination of Slip Factor between CNC-Cut Serrated Surfaces of S355J2 Grade Steel Plates
Language :	English
Translated title :	[en] Determination of Slip Factor between CNC-Cut Serrated Surfaces of S355J2 Grade Steel Plates
Author, co-author :	Yolacan, Firat [> >]
	Schäfer, Markus [University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE) >]
Publication date :	12-Jul-2022
Journal title :	Buildings
Publisher :	MDPI
Volume :	12
Issue/season :	995
Special issue title :	Development of Connections in Steel Structures for Construction
Peer reviewed :	Yes
Audience :	International
e-ISSN :	2075-5309
City :	Basel
Country :	Switzerland
Keywords :	[en] serrated steel surfaces ; friction coefficient ; slip facto
Abstract :	[en] Determination of Slip Factor between CNC-Cut Serrated Surfaces of S355J2 Grade Steel Plates by Taygun Fırat Yolaçan and Markus SchäferStructural joint configurations realized with serrated steel surfaces have started to be used in the construction fields to assemble the primary and the secondary structural members of civil engineering structures. The main advantages of these joint configurations rely on their flexibility to accommodate construction tolerances and their slip-resistant load-bearing mechanism against dynamic loading conditions. Therefore, it is important to reliably establish the characteristic value of the friction coefficient or in other words the slip factor between the serrated steel surfaces to design reliable slip-resistant connections. In this study, the characteristic slip factor between the CNC-cut serrated surfaces prepared from S355J2 grade steel plates is determined to investigate the impact of the CNC-cutting procedure on the slip-resistant load-bearing behaviour of steel-to-steel interfaces. Five experimental tests were performed according to EN1090-2, Annex G. The results are presented as the load-slip curves, variation of the bolt pre-tension load level, nominal and actual slip factors for the tested configuration of the CNC-cut serrated steel-to-steel interface
Research centres :	University of Luxemburg
Funders :	This research is funded by Luxembourg National Research Fund (FNR), grant reference:2018-1-12651094 and co-funded by and ArcelorMittal Belval & Differdange S.A.
Name of the research project :	FEOSBuild - Fast Erection of Steel Structures
Target :	Researchers ; Professionals
Permalink :	http://hdl.handle.net/10993/53374
DOI :	10.3390/buildings12070995
Other URL :	https://www.mdpi.com/2075-5309/12/7/995
Mentions required by the publisher for OA :	© 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
FnR project :	FnR ; FNR12651094 > Markus Schaefer > FEOSbild > Fast Erection Of Steel Structures For Buildings > 15/11/2018 > 14/05/2022 > 2018

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