Reference : Experimental and analytical investigations on single-sided composite joint configuration
Scientific congresses and symposiums : Paper published in a book
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/2732
Experimental and analytical investigations on single-sided composite joint configuration
English
Demonceau, Jean-François mailto [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
Jaspart, Jean-Pierre mailto [Université de Liège - ULg > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
16-Jun-2004
5th International PhD Symposium in Civil Engineering
Walraven, Joost
Blaauwendraad, Johan
Scarpas, Tom
Snijder, Bert
Balkema
341-349
Yes
No
International
90-5809-676-9
5th International PhD Symposium in Civil Engineering
du 16 au 19 juin 2004
University of Delft
Delft
Pays-Bas
[en] single-sided composite joint configuration ; test results ; component method
[en] For three years, in the framework of a European research project funded by the
European Community for Steel and Coal (ECSC) in which the Liège University was deeply involved, intensive experimental, numerical and theoretical investigations have been carried out on the behaviour of composite sway buildings under static and seismic loading. This paper presents experimental and analytical studies carried out at Liège University, as part of the above European project, with the objective to investigate the behaviour of a single-sided composite joint configuration under static loading. A particular failure mode occurred during
the experimental tests, which had not yet been detected previously; it is described in details. Then, an analytical formula covering this particular phenomenon and based on a theoretical model is presented; it is validated through comparisons with experimental results.
http://hdl.handle.net/2268/2732

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