Abstract
The paper deals with the problem of the load- carrying capacity of interior slab-column connections when the axial load and unbalanced moment are transferred simultaneously. In order to obtain the data for analysis, tests were undertaken on full-scale models with shearheads, whose arm lengths were varied. From these test results, the authors propose a method to determine the shear stresses corresponding to the load-carrying capacity of slab-column connections with shear heads.
Résumé
Cet article traite du problème de la capacité portante des liaisons internes dalles/poteaux lorsque la charge axiale et les moments d'encastrement sont transférés simultanément. Dans le but d'obtenir des données d'étude, on a entrepris des essais sur des modèles en vraie grandeur avec armatures d'effort tranchant à longueur de bras variable. A partir de ces résultats d'essai, l'auteur propose une méthode pour déterminer les contraintes de cisaillement correspondant à la capacité portante des liaisons dalles/poteaux avec armatures d'effort tranchant.
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References
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Godycki, T., Kozicki, J. Eccentrically loaded interior slab-column connections with shearhead reinforcement. Matériaux et Constructions 17, 145–148 (1984). https://doi.org/10.1007/BF02473666
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DOI: https://doi.org/10.1007/BF02473666