Influence of the longitudinal reinforcement on the shear strength of one-way concrete slabs
Visualitza/Obre
Cita com:
hdl:2117/83794
Tipus de documentArticle
Data publicació2015-08
Condicions d'accésAccés obert
Tots els drets reservats. Aquesta obra està protegida pels drets de propietat intel·lectual i
industrial corresponents. Sense perjudici de les exempcions legals existents, queda prohibida la seva
reproducció, distribució, comunicació pública o transformació sense l'autorització del titular dels drets
Abstract
The shear strength of one-way slabs is studied in this paper via an experimental program performed by the authors and the analysis of a shear test database. The experimental program, in which six slabs and three beams divided into two series were tested, was developed to study the influence of the slab width, the longitudinal reinforcement spacing and the bottom transverse reinforcement on the shear response of one-way slabs. The results showed that the width and the bottom transverse reinforcement do not significantly affect the shear response of the slab. The shear failure surface depends on the longitudinal reinforcement spacing because a three-dimensional
resisting mechanism formed as a result of large bar spacing. A database of 79 tests on slabs was analysed to study in depth the influence of these parameters on the shear strength of one-way slabs. Finally, different shear procedures were applied to the database to
evaluate their reliability to predict the shear strength.
Descripció
The final publication is available at Springer via http://dx.doi.org/10.1617/s11527-014-0340-5
CitacióGurutzeaga, M., Oller, E., Ribas, C., Cladera , A., Mari, A. Influence of the longitudinal reinforcement on the shear strength of one-way concrete slabs. "Materials and structures", Agost 2015, vol. 48, núm. 8, p. 2597-2612.
ISSN1359-5997
Versió de l'editorhttp://link.springer.com/article/10.1617%2Fs11527-014-0340-5
Fitxers | Descripció | Mida | Format | Visualitza |
---|---|---|---|---|
Articulo_MIKEL_v11_rev_3-1.pdf | 1,639Mb | Visualitza/Obre |