The Effects of Degradation Phenomena of the Steel-Concrete Interface in Reinforced Concrete Structures — Oak Academic Publishing
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The Effects of Degradation Phenomena of the Steel-Concrete Interface in Reinforced Concrete Structures
Department of Civil Engineering, National High School of Public Works (NHSPW), University of N’Djamena, N’Djamena, Chad
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Laboratory of Studies and Realization in Industrial Techniques (LSRIT), Faculty of Exact and Applied Sciences (FEAS), University of N’Djamena, N’Djamena, Chad
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Department of Technology, Faculty of Exact and Applied Sciences (FEAS), University of N’Djamena, N’Djamena, Chad
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Department of Civil and Construction Engineering, Pan African University Institute for Basic Sciences, Technology and Innovation hosted at Jomo Kenyatta University of Agriculture and Technology, Juja, Kenya
1 Department of Civil Engineering, National High School of Public Works (NHSPW), University of N’Djamena, N’Djamena, Chad
2 Laboratory of Studies and Realization in Industrial Techniques (LSRIT), Faculty of Exact and Applied Sciences (FEAS), University of N’Djamena, N’Djamena, Chad
3 Department of Technology, Faculty of Exact and Applied Sciences (FEAS), University of N’Djamena, N’Djamena, Chad
4 Department of Civil and Construction Engineering, Pan African University Institute for Basic Sciences, Technology and Innovation hosted at Jomo Kenyatta University of Agriculture and Technology, Juja, Kenya
Reinforced concrete (RC) constructions are the innovation of sustainable constructions replacing masonry constructions. Despite this, the use of concrete and steel to improve the performance of structural members in service is a recurring problem due to the immediate or overtime appearance of cracks. The objective of this work was therefore to assess the damage phenomena of the steel-concrete interface in order to assess the performance of an RC structure. Samples of approximately 30 cm of reinforcement attacked by rust were taken from broken reinforced concrete columns and beams in order to determine the impact of corrosion on high adhesion steel (HA) and therefore on its ability to resist. The experimental results have shown that the corrosion degradation rates of reinforcing bars of different diameters increase as the diameter of the reinforcing bars decreases: 5% for HA12; 23.75% for HA8 and 50% for HA6. Using the approach proposed by Mangat and Elgalf on the bearing capacity as a function of the progress of the corrosion phenomenon, these rates made it possible to assess the new fracture limits of corroded HA steels. For HA6 respectively HA8 and HA12, their initial limit resistances will decrease by 4/4, 3/4 and 1/4. Based on the results of this study and in order to guarantee their durability, an RC structure can be dimensioned by taking into account the effects of reinforcement corrosion.
Lutz, L.A. and Gergely, P (1967) Mechanism of Bond and Slip of Deformed Bars in Concrete. ACI Journal Proceedings, 64, 711-721. https://doi.org/10.14359/7600
Dahou, Z., Sbartaï, Z.M., Castel, A. and Ghomari, F. (2009) Artificial Neural Network Model for Steel-Concrete Bond Prediction. Engineering Structures, 31, 1724-1733. https://doi.org/10.1016/j.engstruct.2009.02.010
Daoud, A. (2003) Etude expérimentale de la liaison entre l’acier et le béton auto plaçant—Contribution à la modélisation numérique de l’interface. Mémoire de Thèse, Institut National des Sciences Appliquées de Toulouse, Toulouse, 194.
Daoud, A., Maurel, O. and La Borderie, C. (2013) Modélisation de l’interface acier-béton par une approche mésoscopique. Engineering Structures, 49, 696-706. https://doi.org/10.1016/j.engstruct.2012.11.018
Desnerck, P., De Schutter, G. and Taerwe, L. (2010) Bond Behaviour of Reinforcing Bars in Self-Compacting Concrete: Experimental Determination by Using Beam Tests. Materials and Structures, 43, 53-62. https://doi.org/10.1617/s11527-010-9596-6
Dominguez, N. (2005) Etude de la liaison acier-béton: De la modélisation de phénomène à la formulation d’un élément fini enrichi “béton armé”. Mémoire de Thèse, Ecole Normale Supérieure de Cachan, Cachan.
Eligehausen, R., Popov, E. and Bertero, V. (1983) Local Bond Stress-Slip Relationships of Deformed Bars under Generalized Excitations: Experimental Results and Analytical Model. Report, Earthquake Engineering Research Center, College of Engineering, University of California, Oakland, CA.
Esfahani, M., Lachemi, M. and Kianoush, M. (2008) Top-Bar Effect of Steel Bars in Self-Consolidating Concrete (SCC). Cement and Concrete Composite, 30, 52-60. https://doi.org/10.1016/j.cemconcomp.2007.05.012
Eurocode 2-1-1 (2005) Eurocode 2: Calcul des structures en béton, Partie 1-1: Règles générales et règles pour les batiments.
Frederick, C.O. and Armstrong, P. (2007) A Mathematical Representation of the Multiaxial Bauschinger Effect. Materials at High Temperatures, 24, 1-26.
Gambarova, P.G. and Rosati, G. (1996) Bond and Splitting in Reinforced Concrete: Test Results on Bar Pull-Out. Materials and Structures, 29, 267-276. https://doi.org/10.1007/BF02486361
Ngo, D. and Scordelis, A. (1967) Finite Element Analysis of Reinforced Concrete Beams. ACI Journal Proceedings, 64, 152-163. https://doi.org/10.14359/7551
Ouglova, A. (1999) Etude du comportement mécanique des structures en béton armé atteintes par la corrosion. Mémoire de Thèse, Ecole Normale Supérieure de Cachan, Cachan.
Phan, T., Tailhan, J.-L., Rossi, P., Bressolette, P. and Mezghani, F. (2013) Numerical Modelling of the Rebar/Concrete Interface: Case of the Flat Steel Rebars. Materials and Structures, 46, 1011-1025. https://doi.org/10.1617/s11527-012-9950-y
Mezhoud, D., et al. (2017) Etude expérimentale de l’adhérence acier-béton à l’aide de la technique d’émission acoustique. AJCE-Spécial Issue, 35, 759-762.
(1970) Essais portant sur l’adhérence des armatures du béton: 2: Essai par traction. Materials and Structures, 3, 175-178. https://doi.org/10.1007/BF02478968
Ragueneau, F. (1999) Fonctionnement dynamique des structures en béton—Influence des comportements hystérétiques locaux. Mémoire de Thèse, Ecole Normale Supérieure de Cachan, Cachan.
Ragueneau, F., Dominguez, N. and Ibrahimbegovic, A. (2006) Thermodynamic-Based Interface Model for Cohesive Brittle Materials: Application to Bond Slips in RC Structures. Computer Methods in Applied Mechanics and Engineering, 195, 7249-7263. https://doi.org/10.1016/j.cma.2005.04.022
Ragueneau, F., Richard, B., Crémona, C. and Berthaud, Y. (2010) Damage Mechanics Applied to the Modelling of Corroded Reinforced Concrete Structures: Steel, Concrete and Interface. European Journal of Environmental and Civil Engineering, 14, 869-890. https://doi.org/10.1080/19648189.2010.9693267
Mikael, D. (2003) Etude du comportement mécanique des structures en béton armé dégradé par la corrosion. Thèse de Doctorat, Université de Lille 1, Lille.
Rehm, G. and Van Amerongen, C. (1968) The Basic Principles of the Bond between Steel and Concrete. Cement and Concrete Association.
Richard, B., Ragueneau, F., Cremona, C. and Adelaide, L. (2010) Isotropic Continuum Damage Mechanics for Concrete under Cyclic Loading: Stiffness Recovery, Inelastic Strains and Frictional Sliding. Engineering Fracture Mechanics, 77, 1203-1223. https://doi.org/10.1016/j.engfracmech.2010.02.010
Richard, B., Ragueneau, F., Cremona, C., Adelaide, L. and Tailhan, F. (2010) A Three-Dimensionnal Steel/Concrete Interface Model Including Corrosion Effects. Engineering Fracture Mechanics, 77, 951-973. https://doi.org/10.1016/j.engfracmech.2010.01.017
Rousseau, J. (2009) Modélisation numérique du comportement dynamique de structures sous impact sévère avec un couplage éléments discrets/éléments finis. Mémoire de Thèse, Université Joseph Fourier, Grenoble.
Huet, B. (2005) Comportement à la corrosion des armatures dans un béton carbonaté: Influence de la chimie de la solution interstitielle et d’une barrière de transport. Thèse de Doctorat Unique des Universités, Institut National des Sciences Appliquées (INSA) de Lyon.
Mai-Nhu, J. (2013) Corrosion des armatures du béton couplage carbonatation/chlorures en présence de cycles hydriques. Thèse de Doctorat de l’Université de Toulouse, France.
Zhang, L. and Glasser, F.P. (2005) Investigation of the Microstructure and Carbonation of CS−A-Based Concretes Removed from Services. Cement and Concrete Research, 35, 2252-2260. https://doi.org/10.1016/j.cemconres.2004.08.007
Paradis, F. (2009) Influence de la fissuration du béton sur la corrosion des armatures: Caractérisation des produits de la corrosion formés dans le béton. Thèse de Doctorat de l’Université de Laval, Canada.
Loukil, O. (2017) Etude expérimentale et numérique de la dégradation d’éléments structurels en béton armé par corrosion sous courant imposé. Thèse de Doctorat. http://tel.archives-ouvertes.fr
Wang, L., Yi, J., Xia, H.L. and Fan, L. (2016) Experimental Study of a Pull-Out Test of Corroded Steel and Concrete Using the Acoustic Emission Monitoring Method. Construction and Building Materials, 122, 163-170. https://doi.org/10.1016/j.conbuildmat.2016.06.046
Maslehudin, M., Al-Zahrani, M.M. and Al-Dulaijan, S.U. (2002) Effect of Steel Manufacturing Process and Atmospheric Corrosion on the Corrosion-Resistance of Steel Bars in Concrete. Cement and Concrete Composites, 24, 151-158. https://doi.org/10.1016/S0958-9465(01)00035-X
Avila-Mendoza, J., Flores, J.M. and Castillo, U.C. (1994) Effect of Superficial Oxides Oncorrosion of Steel Reinforcement Embedded in Concrete. Corrosion, 50, 879-885. https://doi.org/10.5006/1.3293478
Gonzalez, J.A. (1996) The Behaviour of Pre-Rusted Steel in Concrete. Cement and Concrete Research, 26, 501-511. https://doi.org/10.1016/S0008-8846(96)85037-X
Novak, P., Mala, R. and Joska, L. (2001) Influence of Pre-Rusting on Steel Corrosion in Concrete. Cement and Concrete Research, 31, 589-593. https://doi.org/10.1016/S0008-8846(01)00459-8
Page, C.L. (1975) Mechanism of Corrosion Protection in Reinforced Concrete Marines Structures. Nature, 258, 514-515. https://doi.org/10.1038/258514a0
Glass, G.K., Yang, R. and Dickhaus, T. (2001) Backscattered Electron Imaging of the Steel Concrete Interface. Corrosion Science, 43, 605-610. https://doi.org/10.1016/S0010-938X(00)00146-3
Trujillo, P.B., Jolin, M. and Massicotte, B. (2012) Défauts à l’interface barre d’armature-béton et leur influence sur l’adhérence.
Mouats, M. (2013) Caractérisation mécanique des éléments corrodés en béton armé, cas d’un béton ordinaire. Mémoire en vue de l’obtention du diplôme de Master en Génie civil 2013-Université Mentori Constantine.
Cains, J. and Millard, S. (1999) Reinforcement Corrosion and Its Effect on Residual Strength of Concrete Structure. Proceedings of the 8th International Conference on Structural Faults and Repair, London, 1 January 1999, 1-12.
NPL (2003) A Short Introduction to Corrosion and Its Control, Corrosion in the Metals and Its Prevention. National Corrosion Service.
Mehibil, R. (2010) Etude de l’efficacité inhibitrice de quelques nouveaux inhibiteurs, dits non polluants, sur la corrosion de deux types d’alliages d’aluminium. Université de Skikda, Skikda.
Tixier, A. (2013) Analyse du comportement de l’interface acier-béton par essai push-in: Mesure par fibre optique et modélisation par éléments finis. Thèse de Doctorat de l’Université de Grenoble, France.
CEB-FIP (1982) Design of Concrete Structures for Fire Resistance. Model code.
CEB-FIB (1993) Model Code 1990. Design Code. Rapport Technique, Comité Euro-International du Béton.
Clément, J. (1987) Interface acier-béton et comportement des structures en béton armé: Caractérisation et modélisation. Mémoire de Thèse, Université de Paris VI, Paris.
Gambarova, PG. and Rosati, G.P. (1997) Bond and Splitting in Bar Pull-Out: Behavioural Laws and Concrete Cover Role. Magazine of Concrete Research, 49, 99-110. https://doi.org/10.1680/macr.1997.49.179.99
Michel-Ponnelle, S., Joint-RC (2005) Loi de comportement (en 2D) dans Code_Aster pour la liaison acier-béton. http://www.code-aster.org/V2/doc/v9/fr/man_r/r7/r7.01.21.pdf
Klinkenberg, L. (1941) The Permeability of Porous Media to Liquids and Gases, American Petroleum Institute. In: Drilling and Production Practice, 200-213.
La Borderie, C. and Pijaudier-Cabot, G. (1992) Influence of the State of Stress in Concrete on the Behavior of the Steel Concrete Interface. In: Bazant, Z.P., Ed., Fracture Mechanics of Concrete Structures, CRC Press, London.
Perchat, J. (2010) Traité de béton armé. Des règles RCEL à l’Eurocode 2, Edition du Moniteur.
Tepfers, R. (1979) Cracking of Concrete Cover along Anchored Deformed Reinforcing Bars. Magazine of Concrete Research, 31, 3-12. https://doi.org/10.1680/macr.1979.31.106.3
Tilantera, T. and Rechardt T. (1977) Bond of Reinforcement in Light-Weight Aggregate Concrete. Otanjemi, Helsinki University of Technology, Division of Structural Engineering, Publication 17, 1-36.
Damien, R. (1992) Dimensionnement des structures en béton selon Eurocode 2, Editions du Moniteur.
Karavokyros, L., Batis, G., Katsiotis, N., Tzanis, E. and Beazi-Katsioti, M. (2020) Durability of Reinforced Concrete Beams under Simultaneous Flexural Load in Corrosive Environment. Journal of Materials Science and Chemical Engineering, 8, 32-45. https://doi.org/10.4236/msce.2020.84003
Ouglova, A., Berthaud, Y., Foct, F., François, M., Ragueneau, F. and Petre-Lazar, I. (2008) The Influence of Corrosion on Bond Properties between Concrete and Reinforcement in Concrete Structures. Materials and Structures, 41, 969-980. https://doi.org/10.1617/s11527-007-9298-x
Cao, C., Cheung, M.M. and Chan, B.Y. (2013) Modelling of Interaction between Corrosion-Induced Concrete Cover Crack and Steel Corrosion Rate. Corrosion Science, 69, 97-109. https://doi.org/10.1016/j.corsci.2012.11.028
Zhang, F., Pan, J.S. and Lin, C.J. (2009) Localized Corrosion Behaviour of Reinforcement Steel in Simulated Concrete Pore Solution. Corrosion Science, 51, 2130-2138. https://doi.org/10.1016/j.corsci.2009.05.044
Alvarez, S., Bautista, A. and Velasco, F. (2011) Corrosion Behaviour of Corrugated Lean Duplex Stainless Steels in Simulated Concrete Pore Solutions. Corrosion Science, 53, 1748-1755. https://doi.org/10.1016/j.corsci.2011.01.050
Shi, J.J., Sun, W., Jiang, J.Y. and Zhang, Y.M. (2016) Influence of Chloride Concentration and Pre-Passivation on the Pitting Corrosion Resistance of Low-Alloy Reinforcing Steel in Simulated Concrete Pore Solution. Construction and Building Materials, 111, 805-813. https://doi.org/10.1016/j.conbuildmat.2016.02.107
Hariche, L., Ballim, Y., Bouhicha, M. and Kenai, S. (2012) Effects of Reinforcement Configuration and Sustained Load on the Behaviour of Reinforced Concrete Beams Affected by Reinforcing Steel Corrosion. Cement and Concrete Composites, 34, 1202-1209. https://doi.org/10.1016/j.cemconcomp.2012.07.010
Feng, X.G., Tang, Y.M. and Zuo, Y. (2011) Influence of Stress on Passive Behaviour of Steel Bars in Concrete Pore Solution. Corrosion Science, 53, 1304-1311. https://doi.org/10.1016/j.corsci.2010.12.030
Wang, H.L., Lu, C.H., Jin, W.L. and Bai, Y. (2011) Effect of External Loads on Chloride Transport in Concrete. Journal of Materials in Civil Engineering, 23, 1043-1049. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000265
Jaffer, S. and Hansson, C. (2008) The Influence of Cracks on Chloride-Induced Corrosion of Steel in Ordinary Portland Cement and High Performance Concretes Subjected to Different Loading Conditions. Corrosion Science, 50, 3343-3355. https://doi.org/10.1016/j.corsci.2008.09.018