[en] The analysis of a composite beam-to-column structure requires
knowledge about, on the one hand, the behaviour of beams and
columns and, on the other, the joints between such elements.
For beam-to-column joints, for example, the lack of appropriate
design rules forces structural engineers to model joints as
pinned, despite the fact that a certain joint rigidity and bending
resistance is available because of the upper reinforced concrete
slab.
In this context, a research program with experimental and
numerical investigations was initiated at the University of
Luxembourg [1]. This aim of this research was to identify the influence
of two major joint components – the reinforced concrete
slab and the steelwork connection – on the behaviour of
composite joints under a hogging bending moment. Eight experimental
tests were performed on...
Disciplines :
Civil engineering
Author, co-author :
Duarte da Costa, Job
Obiala, Renata
ODENBREIT, Christoph ; University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit
External co-authors :
no
Language :
English
Title :
Rotation capacity of composite joints for slim-floor beams. (LAJ19.D)
scite shows how a scientific paper has been cited by providing the context of the citation, a classification describing whether it supports, mentions, or contrasts the cited claim, and a label indicating in which section the citation was made.
Bibliography
Duarte da Costa, J. (2018) Structural properties of steel-concrete composite joints [Dissertation]. University of Luxembourg.
EN 1994-1-4 (Eurocode 4) (2004) Design of composite steel and concrete structures – Part 1-1: General rules and rules for buildings.
Jones, S. W.; Kirby, P. A.; Nethercot, D. A. (1983) The analysis of frames with semi-rigid connections – A state of the art report. In: Journal of Constructional Steel Research 3, No. 2, pp. 2–13.
Duarte da Costa, J.; Obiala, R.; Odenbreit, C. (2017) Experimental investigations on semi-continuous encased composite joints. Eurosteel 2017 Conf., Copenhagen.
Braun, M. (2018) Investigation of the load-bearing behaviour of CoSFB-dowels [Dissertation]. University of Luxembourg.
Dassault Systèmes (2014) ABAQUS documentation, version 6.14 [Software].
Duarte da Costa, J.; Obiala, R.; Odenbreit, C. (2018) A new method to assess the stiffness and rotation capacity of composite joints. 12th Intl. Conf. on Advances in Steel-Concrete Composite Structures (ASCCS 2018), Valencia.
EN 1992-1-1 (Eurocode 2) (2004) Design of concrete structures – Part 1-1: General rules and rules for buildings.
CEB-FIP Model Code 2010. Berlin: Ernst & Sohn.
Odenbreit, C. (2000) Zur Ermittlung der Tragfähigkeiten, der Steifigkeiten und der Schnittgrößen von Verbundträgern mit halbsteifen, teiltragfähigen Verbundanschlüssen [Dissertation]. University of Kaiserslautern.
Hahn, C. (2009) Zur Rotationskapazität von Verbundanschlüssen bei der Bemessung nach dem Fließgelenkverfahren [Dissertation]. University of Luxembourg.
EN 1993-1-8 (Eurocode 3) (2005) Design of steel structures – Part 1-8: Design of joints.
König, G.; Tue, N. V. (2016) Grundlagen und Bemessungshilfen für die Rissbreitenbeschränkung im Stahlbeton und Spannbeton. DAfStb pub. No. 466.
Kathage, K. (1994) Beitrag zur plastischen Bemessung durchlaufender Verbundträger mit Verbundanschlüssen [Dissertation]. Ruhr-Universität Bochum.
Elz, S. (2000) Untersuchungen zum Riss- und Tragverhalten des Betongurtes von Verbundträgern im negativen Momentbereich [Dissertation]. University of Kaiserslautern.
Brown, N.; Anderson, D. (2001) Structural properties of composite major axis end plate connections. In: Journal of Constructional Steel Research 57, No. 3, pp. 327–349.
Anderson, D., Najafi, A. (1994) Performance of composite connections: major axis end plate joints. In: Journal of Constructional Steel Research 31, No. 1, pp. 31–57.
Gil, B.; Bayo, E. (2008) An alternative design for internal and external semi-rigid composite joints. Part II: Finite element modelling and analytical study. In: Engineering Structures 30, No. 1, pp. 232–246.
Kreller, H.: Zum nichtlinearen Trag- und Verformungsverhalten von Stahlbetonstabtragwerken unter Last- und Zwangseinwirkung [Dissertation]. University of Stuttgart.
CEB-FIP Model Code 1990. London: Thomas Telford.
Varette, S.; Bouvry, P.; Cartiaux, H.; Georgatos, F. (2014) Management of an Academic HPC Cluster: The UL Experience. Proc. of 2014 Intl. Conf. on High Performance Computing & Simulation, IEEE, Bologna.
