Skip to Main content Skip to Navigation
Journal articles

Confinement effects on the steel–concrete bond strength and pull-out failure

Abstract : In this contribution, an experimental campaign based on unconfined and actively confined pull-out tests is presented to investigate the bond stress-slip behavior. This campaign aims at underlining passive (concrete cover) and active (external pressure) confinement effects on the maximal bond stress. Experimental results are associated to a numerical approach in order to predict the evolution of the bond strength. Equations are finally proposed that distinguish splitting failure (function of the concrete tensile properties) and pull-out failure (function of the compressive concrete properties).
Complete list of metadata

https://hal.parisnanterre.fr//hal-01411076
Contributor : Luc Davenne <>
Submitted on : Friday, April 16, 2021 - 4:36:19 PM
Last modification on : Tuesday, April 20, 2021 - 3:31:52 AM

File

article_confinement_AT.pdf
Files produced by the author(s)

Identifiers

Citation

Anaëlle Torre-Casanova, Ludovic Jason, Luc Davenne, Xavier Pinelli. Confinement effects on the steel–concrete bond strength and pull-out failure. Engineering Fracture Mechanics, Elsevier, 2013, 97, pp.92--104. ⟨10.1016/j.engfracmech.2012.10.013⟩. ⟨hal-01411076⟩

Share

Metrics

Record views

424

Files downloads

23