dc.creator | Luccioni, Bibiana Maria | |
dc.creator | López, Daniel Ernesto | |
dc.creator | Danesi, Rodolfo Francisco | |
dc.date.accessioned | 2020-03-13T18:39:11Z | |
dc.date.accessioned | 2022-10-15T00:33:24Z | |
dc.date.available | 2020-03-13T18:39:11Z | |
dc.date.available | 2022-10-15T00:33:24Z | |
dc.date.created | 2020-03-13T18:39:11Z | |
dc.date.issued | 2005-11 | |
dc.identifier | Luccioni, Bibiana Maria; López, Daniel Ernesto; Danesi, Rodolfo Francisco; Bond-slip in reinforced concrete elements; American Society of Civil Engineers; Journal Of Structural Engineering; 131; 11; 11-2005; 1690-1698 | |
dc.identifier | 0733-9445 | |
dc.identifier | http://hdl.handle.net/11336/99522 | |
dc.identifier | CONICET Digital | |
dc.identifier | CONICET | |
dc.identifier.uri | https://repositorioslatinoamericanos.uchile.cl/handle/2250/4325231 | |
dc.description.abstract | A model for fiber reinforced composites that takes into account the fiber slipping is presented in this paper and applied to the analysis of reinforced concrete elements. The model is formulated within the framework of the plasticity theory and the mixtures theory, considering two phases corresponding to the matrix (concrete) and the fibers (reinforcing bars) and modifying the behavior of the last to take into account the relative displacement between the two phases. An elasto-plastic interface model developed by other writers is used to describe the bond-slip mechanism. The resulting model is attractive for the analysis of reinforced concrete problems at the macro-structural level since the explicit discretization of reinforcing bars and interface is not required, with the consequent computational cost reduction. The paper concludes with application examples and comparisons with experimental results of reinforced concrete elements that show the capacity of the model developed. © ASCE. | |
dc.language | eng | |
dc.publisher | American Society of Civil Engineers | |
dc.relation | info:eu-repo/semantics/altIdentifier/doi/https://doi.org/10.1061/(ASCE)0733-9445(2005)131:11(1690) | |
dc.relation | info:eu-repo/semantics/altIdentifier/url/https://ascelibrary.org/doi/10.1061/%28ASCE%290733-9445%282005%29131%3A11%281690%29 | |
dc.rights | https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ | |
dc.rights | info:eu-repo/semantics/openAccess | |
dc.subject | BOND STRESS | |
dc.subject | BONDING | |
dc.subject | CONCRETE | |
dc.subject | CONFINEMENT | |
dc.subject | NUMERICAL MODELS | |
dc.subject | REINFORCED | |
dc.subject | SLIP | |
dc.subject | STEEL | |
dc.title | Bond-slip in reinforced concrete elements | |
dc.type | info:eu-repo/semantics/article | |
dc.type | info:ar-repo/semantics/artículo | |
dc.type | info:eu-repo/semantics/publishedVersion | |