A NEW CONCEPT AND ALGORITHM TO TRANSFER BRITTLE AND ARBITRARY LOAD-SLIP CURVES INTO AN EFFECTIVE SHEAR RESISTANCE SUITABLE FOR EUROCODE 4

Kozma, Andras; Girao Coelho, Ana M.; Yang, Jie; Odenbreit, Christoph

doi:10.15632/jtam-pl/156164

Reference : A NEW CONCEPT AND ALGORITHM TO TRANSFER BRITTLE AND ARBITRARY LOAD-SLIP CURVES INTO A...


	Document type :	Scientific journals : Article
	Discipline(s) :	Engineering, computing & technology : Civil engineering
	To cite this reference:	http://hdl.handle.net/10993/54137

Title :	A NEW CONCEPT AND ALGORITHM TO TRANSFER BRITTLE AND ARBITRARY LOAD-SLIP CURVES INTO AN EFFECTIVE SHEAR RESISTANCE SUITABLE FOR EUROCODE 4
Language :	English
Author, co-author :	Kozma, Andras [University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE) >]
	Girao Coelho, Ana M. [The British Constructional Steel Association]
	Yang, Jie [University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE) >]
	Odenbreit, Christoph [University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE) >]
Publication date :	2022
Journal title :	JOURNAL OF THEORETICAL AND APPLIED MECHANICS
Volume :	60
Issue/season :	4
Pages :	705-718
Peer reviewed :	Yes
Audience :	International
Keywords :	[en] composite beam ; demountable shear connections ; effective shear resistance
Abstract :	[en] This paper proposes a new concept and algorithm to transfer brittle and arbitrary load-slip curves into an effective shear resistance suitable for Eurocode 4. This algorithm is specifically for demountable shear connections of composite beams which do not exhibit ductile behaviour as required in EC4. The algorithm is validated with numerical finite element models which have been calibrated against experimental results. The algorithm extends the scope of the code to cover demountable shear connections: it allows the EC4 (EN 1994-1-1) rules remain applicable for the evaluation of the plastic bending resistance of composite beams with partial shear connection.
Funders :	Research Fund for Coal and Steel (RFCS)
Name of the research project :	REDUCE
Target :	Researchers ; Professionals ; Students ; Others
Permalink :	http://hdl.handle.net/10993/54137
DOI :	10.15632/jtam-pl/156164
Mentions required by the publisher for OA :	The orginal publication is available at http://jtam.pl/

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