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Non-linear behaviour modelling of the reinforced concrete structures by multi-layer beam elements

Mourad Khebizi, Hamza Guenfoud, Mohamed Guenfoud


DOI: https://doi.org/10.20528/cjsmec.2016.11.034

Abstract


A two-dimensional multi-layered finite elements modeling of reinforced concrete structures at non-linear behaviour under monotonic and cyclical loading is presented. The non-linearity material is characterized by several phenomena such as: the physical non-linearity of the concrete and steels materials, the behaviour of cracked concrete and the interaction effect between materials represented by the post-cracking field. These parameters are taken into consideration in this paper to examine the response of the reinforced concrete structures at the non-linear behaviour. Two examples of application are presented. The numerical results obtained, are in a very good agreement with available experimental data and other numerical models of the literature.


Keywords


modelling; reinforced concrete; multi-layered elements; non-linear behaviour; unilateral model

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References


Davenne F, Ragueneau F, Mazars J (2003). Efficient approaches to finite element analysis in earthquake engineering. Computers and Structures, 81, 1223-1239.

https://doi.org/10.1016/S0045-7949(03)00038-5

Fouré B, Virlogeux M (1978). Le flambement des poteaux compte tenu du fluage du béton. Annls. de l'I.T.B.T.P., No 359.

Franz J (1994). Modélisation Elastoplastique Avec Endommagement du Béton de Structures. Application Aux Calculs Statiques et Dynamiques de Structures en Béton Arme et Béton Précontraint. Ph.D. Thesis, Ecole Nationale des ponts et Chaussées, Paris, France.

Ghavamian S (2001). MECA project benchmark: Three dimensional nonlinear constitutive models of fractured concrete. Evaluation-Comparison-Adaptation. Edited by EDF R&D.

Khebizi M (2015). Comportement Mécanique D'une Demelle Duperficielle Dous l'effet D'un Déisme. Ph.D. Thesis, 8 Mai 1945 University of Guelma, Guelma, Algéria.

Khebizi M, Guenfoud M (2015). Numerical modelling of the damaging behaviour of the reinforced concrete structures by multi-layers beams elements. Computers and Concrete, 15(4), 547-562.

https://doi.org/10.12989/cac.2015.15.4.547

Khebizi M, Guenfoud H, Guenfoud M (2014). Modélisation des poutres en béton arme par des éléments Multicouches. Courrier du Savoir, 18, 111-115.

Kotronis P (2000). Cisaillement Dynamique de Murs en Béton Armé. Modèles simplifies 2D et 3D. Ph.D. Thesis, Ecole normale supérieure de Cachan, Cachan, France.

Kotronis P, Ragueneau F, Mazars J (2005). A simplified modelling strategy for R/C walls satisfying PS92 and EC8design. Engineering Structures, 27, 1197-1208.

https://doi.org/10.1016/j.engstruct.2005.03.003

Laborderie C (2003). Stratégies et Modèles de Calculs pour les Structures en Béton. Thèse d'habilitation à diriger les recherches, Université de Pau et des Pays de l'Adour.

Matallah M, Laborderie C (2009). Inelasticity–damage-based model for numerical modeling of concrete cracking. Engineering Fracture Mechanics, 76, 1087-1108.

https://doi.org/10.1016/j.engfracmech.2009.01.020

Mazars J, Ragueneau F, Kotronis P (2001). La simulation numérique, la simulation physique, 2 approches complémentaires pour l'analyse des effets des risques naturels : le cas des séismes. XVème Congres Français de Mécanique, 3–7 September, 719-725, Nancy, France.

Ragueneau F (1999). Fonctionnement dynamique des structures en béton – Influence des comportements hystérétiques locaux. Ph.D. Thesis, Ecole normale supérieure de Cachan, Cachan, France.

Ragueneau F (2006). Comportements endommageants des matériaux et des structures en béton armé. Mémoire d'habilitation à diriger des recherches, Université Pierre et Marie Curie, Paris, France.

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Peer-review under responsibility of the organizing committee of ACE2016.


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