Comportement des poteaux mixtes acier-béton soumis aux sollicitations de type monotone. Étude expérimentale

Tomme: LII (LVI) | Fascicle: 3-4 | 2006
Pages: 79-90
Abstract text:
For more than one hundred years the construction system based on steel or composite steel -- concrete frames became one of the more utilized types of building in civil engineering domain. For an optimal dimensioning of the structure, the engineers had to found a compromise between the structural exigency for the resistance, stiffness and ductility, on one side, and architectural exigency on the other side. Three monotonic tests and nine cyclic tests according to ECCS loading procedure were carried out in Cluj Laboratory of Concrete. The tested composite columns of fully encased type were subject to a variable transverse load at one end while keeping a constant value of the axial compression force into them. An analytical interpretation is given for the calculus of column stiffness for the monotonic tests, making a comparation with the latest versions of the Eurocode 4 stiffness formula.
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Author(s) Information

Cristina Câmpian
Affiliation: Université Technique Cluj-Napoca, Laboratoire de Béton Armé et Construtions Métalliques.
Email: -

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