journal article Jun 01, 2012

Bond slip model for the simulation of reinforced concrete structures

View at Publisher Save 10.1016/j.engstruct.2012.02.007
Topics

No keywords indexed for this article. Browse by subject →

References
23
[1]
Boulkertous A. Interaction feu/Ouvrage en béton armé dans le cas d’un incendie confiné: prédiction de la fissuration. Application de la problématique à des installations nucléaires. Thèse de doctorat de l’ENS Cachan; 2009.
[2]
Brancherie "Novel anisotropic continuum–discrete model capable of representing localized failure of massive structures. Part I: Theoretical formulation and numerical implementation" Int J Eng Comput (2009)
[3]
Cast3M; 2011. <www-cast3m.cea.fr>.
[4]
Clément JL. Interface acier-béton et comportement des structures en béton armé – Caractérisation–Modélisation. Thèse de doctorat de l’université Paris 6; 1987.
[5]
Daoud A. Etude expérimentale de la liaison entre l’acier et le béton autoplaçant – contribution à la modélisation. Thèse de doctorat de l’INSA de Toulouse; 2003.
[6]
Dominguez N. Etude de la liaison acier-beton: de la modélisation du phénomène à la formulation d’un element fini enrichi «Béton Armé». Thèse de doctorat de l’ENS de Cachan; 2005.
[7]
Dominguez "Prediction of crack pattern distribution in reinforced concrete by coupling a strong discontinuity model of concrete cracking and a bond-slip of reinforcement model" Int J Computer-Aid Eng Softw (2005) 10.1108/02644400510603014
[8]
Dufour "Extraction of a crack opening from a continuous approach using regularized damage models" Comput Concr (2008) 10.12989/cac.2008.5.4.375
[9]
Eligehausen R, Popov EP, Bertero VV. Local bond stress–slip relationships of deformed bars under generalized excitations. Report No. UCB/EERC-83/23. University of California, October 1983.
[10]
Eurocode 2. Calcul des Structures en béton, NF-EN-1992; 2007.
[11]
Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements

A. Hillerborg, M. Modéer, P.-E. Petersson

Cement and Concrete Research 1976 10.1016/0008-8846(76)90007-7
[12]
Ibrahimbegovic "Modeling of reinforced-concrete structures providing crack spacing based on XFEM, ED-FEM and novel operator split solution procedure" Int J Numer Methods Eng (2010) 10.1002/nme.2838
[13]
Ibrahimbegovic "On modeling of fire resistance tests on concrete and reinforced-concrete structures" Comput Concr (2010) 10.12989/cac.2010.7.4.285
[14]
Kwak "Bond-slip behavior under monotonic uniaxial loads" Eng Struct (2001) 10.1016/s0141-0296(00)00008-0
[15]
Lowes "Concrete–steel bond model for use in finite element modeling of reinforced concrete structures" ACI Struct J (2004)
[16]
Matallah "A practical method to estimate crack openings in concrete structures" Int J Numer Anal Methods Geomech (2009) 10.1002/nag.876
[17]
Mivelaz P. Etanchéité des structures en béton armé – Fuites au travers d’un élément fissuré. Thèse de doctorat de L’Ecole Polytechnique Fédérale de Lausanne; 1996.
[18]
Monti "Analysis of hysteretic behavior of anchored reinforcing bars" ACI Struct J (1997)
[19]
Ngo "Finite element analysis of reinforced concrete beams" ACI J (1967)
[20]
Peerlings "A critical comparison of nonlocal and gradient enhanced softening continua" Int J Solids Struct (2001) 10.1016/s0020-7683(01)00087-7
[21]
Picandet "Effect of axial compressive damage on gas permeability of ordinary and high performance concrete" Cem Concr Res (2001) 10.1016/s0008-8846(01)00546-4
[22]
Nonlocal Damage Theory

Gilles Pijaudier‐Cabot, Zdeněk P. Bažant

Journal of Engineering Mechanics 1987 10.1061/(asce)0733-9399(1987)113:10(1512)
[23]
Richard "A three-dimensional steel/concrete interface model including corrosion effects" Eng Fract Mech (2010) 10.1016/j.engfracmech.2010.01.017
Metrics
84
Citations
23
References
Details
Published
Jun 01, 2012
Vol/Issue
39
Pages
66-78
Cite This Article
A. Casanova, L. Jason, L. Davenne (2012). Bond slip model for the simulation of reinforced concrete structures. Engineering Structures, 39, 66-78. https://doi.org/10.1016/j.engstruct.2012.02.007