 |
Université de Technologie de Compiègne |
Journal articles
Prediction of crack pattern distribution in reinforced concrete by coupling a strong discontinuity model of concrete cracking and a bond‐slip of reinforcement model
Norberto Dominguez
Author
Delphine M Brancherie 1
Author IdHAL : delphine-brancherie ORCID : https://orcid.org/0000-0002-5306-2737
Luc Davenne 2
Author IdHAL : luc-davenne IdRef : https://www.idref.fr/166435295 ORCID : https://orcid.org/0000-0001-7915-5301 VIAF : https://viaf.org/viaf/283838379 ISNI : http://isni.org/isni/0000000390263957
Adnan Ibrahimbegović
Author
1
Roberval - Roberval (Université de Technologie de Compiègne - Centre de Recherche de Royallieu - rue du Docteur Schweitzer- CS 60319 - 60203 COMPIEGNE Cedex - France)
- UTC - Université de Technologie de Compiègne (Université de Technologie de Compiègne - Centre de Recherche de Royallieu - rue du Docteur Schweitzer- CS 60319 - 60203 COMPIEGNE Cedex - France)
2
LMT - Laboratoire de Mécanique et Technologie (Bât. Léonard de Vinci 61 Av du président Wilson 94235 CACHAN CEDEX - France)
- ENS Cachan - École normale supérieure - Cachan (61, avenue du Président Wilson - 94230 Cachan - France)
- UPMC - Université Pierre et Marie Curie - Paris 6 (4 place Jussieu - 75005 Paris - France)
- CNRS - Centre National de la Recherche Scientifique : UMR8535 (France)
Document type :
Journal articles
Complete list of metadata
https://hal.utc.fr/hal-02002560
Contributor : Delphine Brancherie <>
Submitted on : Thursday, January 31, 2019 - 5:31:20 PM
Last modification on : Monday, February 15, 2021 - 10:50:09 AM
Contributor : Delphine Brancherie <>
Submitted on : Thursday, January 31, 2019 - 5:31:20 PM
Last modification on : Monday, February 15, 2021 - 10:50:09 AM
Identifiers
- HAL Id : hal-02002560, version 1
Collections
UNIV-COMPIEGNE | CNRS | ENS-CACHAN | UPMC | ROBERVAL | SORBONNE-UNIVERSITE | LMT | SU-SCIENCES | ENS-PARIS-SACLAY
Citation
Norberto Dominguez, Delphine Brancherie, Luc Davenne, Adnan Ibrahimbegović. Prediction of crack pattern distribution in reinforced concrete by coupling a strong discontinuity model of concrete cracking and a bond‐slip of reinforcement model. Engineering Computations, Emerald, 2005, 22 (5/6), pp.558-582. ⟨hal-02002560⟩
Metrics
Record views