Abstract
This chapter focuses on the causes and the mechanisms of debonding of cement-based material overlays. Additionally, it describes how debonding affects durability of the composite structure. Methods for monitoring are described. The debonding mechanism is discussed, and debonding modeling is described. The role of reinforcement in debonding is important and is discussed. Crack propagation and crack opening affects debonding and is described. There are special overlays including those bonded to steel and overlays that are anchored to the substrate with metal anchors and they are discussed. The effect of boundaries and joints is discussed.
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References
Carter, A., Gurjar, S. and Wong, J., Debonding of highway bridge deck overlays, Concrete International, 24(7), 51–58, 2002.
Silfwerbrand, J., Improving concrete bond in repaired bridge decks, Concrete International, 12(9), 61–66, 1990.
Silfwerbrand, J. and Paulsson, J., Swedish experience: Better bonding of bridge deck overlays, Concrete International, 20(10), 56–61, 1998.
Saucier, F. and Pigeon, M., Durability of new-to old concrete bondings, in Proceedings of ACI International Conference on Evaluation and Rehabilitation of Concrete Structures and Innovations in Design (ACI SP-128), Hong Kong, December, pp. 689–705, 1991.
Langlois, M., Pigeon, M., Bissonnette B. and Allard D., Durability of pavement repairs: A field experiment, Concrete International, 16(8), 39–43, 1994.
Delatte, N.J., Wade, D.M. and Fowler, D.W., Laboratory and field testing of concrete bond development for expedited bonded concrete overlays, ACI Materials Journal, 97(3), 272–280, 2000.
Tschegg, K.E., Igruber, M., Srberg, C.H. and Münger, F., Factors influencing fracture behavior of old-new concrete bonds, ACI Materials Journal, 97(4), 447–453, 2000.
Vaysburd, A.M. and Emmons, P.H., How to make today’s repairs durable for tomorrow-corrosion protection in concrete repair, Construction and Building Materials, 14, 189–197, 2000.
Emmons, P.H., Vaysburd, A.M. and Czarnecki, L., Durability of repair materials: Current practice and challenges, in Brittle Matrix Composites 6, Proceedings of an International Symposium, Warsaw, pp. 263–274, 2000.
Sabathier, V., Granju, J-L., Turatsinze, A. and Bissonnette B., Repair by cement-based thin overlays – Interlocking at the interface and modeling of debonding, in Industrial Floors’03, Proceedings of an International Colloquium, Esslingen, January, P. Seidler (Ed.), pp. 621– 626, 2003.
Walter, R., Stang, H., Olesen, J.F. and Gimsing, N.J., Debonding of FRC composite deck bridge, in Brittle Matrix Composites 7, Proceedings of an International Symposium, Warsaw, October, Woodhead Publishing, pp. 191–200, 2003.
Lupien, C., Chanvillard, G. Aïtcin, P-C. and Gagné, R., Réhabilitation d’une chaussée par resurfaçage mince adhérent en béton renforcé de fibres d’acier, in Proceedings of AIPCR, Comité C-7, Montréal, Canada, pp. 246–250, 1995.
Scott, M., Rezaizadeh, A., Delahaza, A., Santos, C.G., Moore, M., Graybeal, B. and Washer G., A comparison of non destructive evaluation methods for bridge deck assessment, NDT & E International, 36(4), 245–255, 2003.
Clark, M.R., McCann, D.M. and Forde, M.C., Application of infrared thermography to the non-destructive testing of concrete and masonry bridges, NDT & E International, 36(4), 265–275, 2003.
Lupien, C., Chanvillard, G. Aïtcin, P-C. and Gagné R., Réhabilitation d’une chaussée en béton avec une chape mince en béton renforcé de fibres d’acier, in Les techniques de transport au service de la qualité de vie,Exposé des communications du 25 ◦ congrès annuel de l’AQTR, Montréal, April, pp. 108-122, 1990.
Bungey, J.H., Sub-surface radar testing of concrete: A review, Construction and Building Materials, 18, 1–8, 2004.
Dalhuisen, D.H., Stroeven, P., Moczko, A.T. and Peng, X., Modern testing methods for “in-situ” non-destructive examination of concrete structures, in Proceedings of The NOCMAT/3-Vietnam 3rd International Conference of Non-Conventional Materials and Technologies, Hanoi, Vietnam, March, K. Ghavami and Nguyen Tien Dich (Eds.), pp. 253-259, 2002.
Moczko, A.T., Pszonka, A. and Stroeven, P., Acoustic emission as a useful tool for reflecting cracking behaviour of concrete composites, in Proceedings of International Symposium NonDestructive Testing in Civil Engineering (NDT-CE), Berlin, September, G. Schickert and H. Wiggenhauser (Eds.), pp. 805–812, 1995.
Chausson, H. and Granju J.-L., Optimized design of fiber reinforcement thin bonded overlays, in Brittle Matrix Composites 5, Proceedings of an International Symposium, Warsaw, October, Woodhead Publishing, pp. 133–142, 1997.
Chowdhury, M.R. and Ray, J.C., Accelerometers for bridge load testing, NDT & E International, 36(4), 237–244, 2003.
Farhat, H., Durabilité des réparations en béton de fibres: Effets du retrait et de la fatique, PhD Thesis, Université Paul Sabatier, Toulouse, France, 178 pp., 1999 [in French].
Basu, B., Identification of stiffness degradation in structures using wavelet analysis, Construction and Building Material, 19(9), 713–721, 2005.
Granju, J-L., Debonding of thin cement-based overlays, Journal of Materials in Civil Engineering, 13(2), 114–120, 2001.
Bernard, O., Comportement à long terme des éléments de structure formés de bétons d’âges différents, PhD Thesis No. 2283, Ecole Polythechnique Fédérale de Lausanne, Switzerland, 189 pp., 2000.
Bigwood, D.A. and Grocombe, A.D., Elastic analysis and engineering design formulae for bonded joints, International Journal of Adhesion and Adhesive, 9, 229–242, 1989.
Fowler, D.W., Wheat, D.L., Choi, D.U. and Zalatimo, J., Stresses in PC overlays due to thermal changes, in Industrial Floors’03, Proceedings of an International colloquium, Ess-lingen, January, P. Seidler (Ed.), pp. 29–36, 2003.
Naciri, T., Ehrlacher, A. and Chabot, A., Interlaminar stress analysis with a new multiparticle modelisation of multilayered materials (M4), Composites Sciences and Technology, 58(3), 337–343, 1998.
Caron, J.F., Diaz Diaz, A., Carreira, R.P., Chabot, A. and Ehrlacher, A., Multi-particle modelling for prediction of delamination in multi-layered materials, Composites Sciences and Technology, 66(6), 755–765, 2006.
Granju, J.-L., Thin bonded overlays: About the role of fiber reinforcement on the limitation of their debonding, Advanced Cement Based Materials, 4(1), 21–27, 1997.
Balouch, S.U. and Granju, J.-L., Corrosion of different types of steel fibres in SFRC and testing of corrosion inhibitors, in Infrastructure Regeneration and Rehabilitation – Improving the Quality of Life through Better Construction. A Vision for the Next Millennium, Proceedings of an International Conference, Sheffield, June–July, Sheffield Academic Press, pp. 735–747, 1999.
Silfwerbrand, J., Shear Bond Strength in repaired concrete structures, Materials and Structures, 36(260), 419–424, 2003.
Sabathier, V., Rechargements minces adhérents à base cimentaire renforcés de fibres métalliques. Conditions de leur durabilité, modélisation et calcul, PhD Thesis, Université Toulouse III, 190 pp., 2004.
Julio, E.N.B.S, Branco, F.A.B. and Silva, V.D., Concrete-to-concrete bond strength. Influence of the roughness of substrate surface, Construction and Building Materials, 18(9), 675–681, 2004.
Turatsinze, A., Farhat, H. and Granju, J-L., Durability of metal-fibre reinforced concrete repairs: Drying shrinkage effects, in Proceedings of an International Symposium, Warsaw, October, Woodhead Publishing, pp. 296–305, 2000.
Granju, J.L., Sabathier, V., Turatsinze, A. and Toumi, A., Interface between an old concrete and a bonded overlay: Debonding mechanism, Interface Science Journal, 12(4), 381–388, 2004.
Grzybowski, M. and Shah, P.S., Shrinkage cracking of fiber reinforced concrete, ACI Materials Journal, 87(2), 138–148, 1990.
Marosszeky, M., Stress performance in concrete repairs, in Proceedings of a RILEM International Conference on Rehabilitation of Concrete Structures, Melbourne, pp. 467–474, 1992.
Saucier, F. and Pigeon, M., Testing of superficial repairs for sidewalks in Canada, Concrete International, 18(5), 39–43, 1996.
Banthia, N., Yan, C. and Mindess, S., Restrained shrinkage cracking in fiber reinforced concrete: A novel test technique, Cement and Concrete Research, 26(1), 9–14, 1996.
Mailvaganam, N., Springfield, J., Repette, W. and Taylor, D., Curling of concrete slabs on grade, Construction Technology Update, 44, 1–6, 2000.
Suprenant, B.A. and Malisch, R.W., Repairing curled slabs, Concrete Construction, 9, 58–65, 1999.
Suprenant, B.A., A look at the curling mechanism and the effect of moisture and shrinkage gradients on the amount of curling, Concrete International, 24(3), 56–61, 2002.
Sabathier, V., Granju, J-L., Bissonnette, B., Turatsinze, A. and Tamtsia, B., Cement-based thin bonded overlays: Numerical study of the influence of a bond defect, in Brittle Matrix Composites 7, Proceedings of an International Symposium, Warsaw, October, Woodhead Publishing, pp. 181-189, 2003.
Tran, Q.T., Toumi, A. and Turatsinze, A., Durability of an overlay-old concrete interface: The role of a metal fibre reinforcement, in Brittle Matix Composites 8, Proceedings of an International Symposium, Warsaw, October, Woodhead Publishing, pp. 409–419, 2006.
Tran, Q.T., Toumi, A. and Turatsinze, A., Thin bonded cement-based overlays: Numerical analysis of factors influencing their debonding under fatigue loading, Materials and Structures, 41(5), 951–967, 2008.
Betterton, R.M., Knutson, M.J. and Marks, V.J., Fibrous portland cement concrete averlay research in Green County, Iowa, Transportation Research Record, No. 1040, TRB, National Research Council, Washington DC, pp. 1–7, 1985.
Paulsson, J. and Silfwerbrand, J., Durability of repaired bridge deck overlays, Concrete International, 20(2), 76–82, 1998.
Verhoeven, K., Thin overlays of steel fiber reinforced concrete and continuously reinforced concrete, state of the art in Belgium, in Proceedings of the 4th International Conference on Concrete Pavement Design and Rehabilitation, Purdue University, West Lafayette, IN, April, pp. 205–219, 1989.
Chanvillard, G., Aitcin, P.C. and Lupien, C., Field evaluation of steel-fibre reinforced concrete overlays with bonding mechanism, in Transportation Research Record 1226, TRB, Washington, pp. 48–56, 1990.
Chanvillard, G. and Aitcin, P.C., Thin bonded overlays of fiber-reinforced concrete as a method of rehabilitation of concrete roads, Canadian Journal of Civil Engineering, 17(4), 521–527, 1990.
Belaghmas, A., Fissuration et décollement d’une couche de béton adhérente à un support, DEA memory, LMDC, Génie Civil INSA-UPS, Toulouse, 1993.
Granju, J.-L. and Chausson, H., Serviceability of fiber reinforced thin overlays relation between cracking and debonding, in ConChem, Proceedings of an International exhibition & Conference, Brussels, November, Verlag für chemische industrie, pp. 133–142, 1995.
Granju, J.-L. and Chausson, H., Fiber reinforced thin bonded overlays: The mechanism of their debonding in relation with their cracking, in Concrete repair, rehabilitation and protection, in Proceedings of an International Congress, Dundee, June, E. & FN. Spon, pp. 583–590, 1996.
Chausson, H., Durabilité des rechargements minces en béton: Relation entre leur décollement, leur fissuration et leur renforcement par des fibres, PhD Thesis, Université Paul Sabatier, Toulouse, France, 198 pp., 1997 [in French].
Turatsinze, A., Granju, J.L., Sabathier, V. and Farhat, H., Durability of bonded cement-based overlays: effect of metal fibre reinforcement, Materials and Structures, 38(277), 321–327, 2005.
Habel, K., Brühwiler, E. and Bernard, O., The numerical investigation of delamination in hybrid reinforced concrete elements, in Proceedings of International PhD Symposium in Civil Engineering, Vienna, October, K. Bergmeister (Ed.), pp. 221–228, 2000.
Farhat, H., Turatsinze, A. and Granju, J-.L., Durabilité des rechargements minces adhérents soumis à la fatigue mécanique, in Proceedings (CD-rom) of 14ième Congrès Français de Mécanique, Toulouse, August–September, 1999.
Turatsinze, A., Farhat, H. and Granju, J.-L., Influence of autogenous cracking on the durability of repairs by cement-based overlays reinforced with metal fibres, Materials and Structures, 36(264), 2003, 673–677.
Zhang, J., Stang, H. and Li, V.C., Crack bridging model for fibre reinforced concrete under fatigue tension, International Journal of Fatigue, 23(8), 655–670, 2001.
Rossi, P. (sous la direction de), Le développement industriel des bétons de fibres métalliques, conclusions et reconclusions, Presse de l’école nationale des Ponts et Chaussées, 2002.
Gagné, R., Bissonnette, B., Lachemi, M. and Lemieux, M., Vézina, Analyse du comportement de resurfaçages adhérents utilisés pour réparer des dalles en béton armé, in 9e Colloque sur la progression de la recherche québécoise sur les ouvrages d’art, Québec, Mai, 11 pp.
Lemieux, M., Gagné, R., Bissonnette, B. and Lachemi, M., Behavior of overlaid reinforced-concrete slab panels under cyclic loading – Effect of interface location and overlay thickness, ACI Structural Journal, 102(3), 454–461, 2005.
Guindon, M.-A., Étude du comportement des resurfaçages adhérents – Mécanismes d’endommagement et influence des paramètres de conception, Mémoire de maîtrise, Université de Sherbrooke, Département de génie civil.
Walter, R., Stang., H, Gimsing, N. J. and Olesen, J.F., High performance composite decks using SCSFRC, in Proceedings Fourth International Workshop on High Performance Fiber Reinforced Cementitious Composites, Ann Arbor, June, pp. 495–504, 2003.
Walter, R., Li, V.C. and Stang, H., Comparison of FRC and ECC in a composite bridge deck, in 5th International PhD Symposium in Civil Engineering, Delft, the Netherlands, June, pp. 477– 484, 2004.
Li, V.C., Advances in ECC Research, ACI Special Publication on Concrete: Material Science to Applications, SP 206-23, pp. 373–400.
Benzerzour, M., Étude expérimentale et numérique du renforcement des tabliers de pont en béton armé par des resurfaçages adhérents, PhD Thesis, Université de Sherbrooke, Département de génie civil, Canada [in French].
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Turatsinze, A., Beushausen, H., Gagné, R., Granju, JL., Silfwerbrand, J., Walter, R. (2011). Debonding. In: Bissonnette, B., Courard, L., Fowler, D., Granju, JL. (eds) Bonded Cement-Based Material Overlays for the Repair, the Lining or the Strengthening of Slabs or Pavements. RILEM State of the Art Reports, vol 3. Springer, Dordrecht. https://doi.org/10.1007/978-94-007-1239-3_6
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DOI: https://doi.org/10.1007/978-94-007-1239-3_6
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