Browse > Article
http://dx.doi.org/10.12989/sem.2022.81.3.305

Bond behavior between concrete and prefabricated Ultra High-Performance Fiber-Reinforced Concrete (UHPFRC) plates  

Mansour, Walid (Civil Engineering Department, Faculty of Engineering, Kafrelsheikh University)
Sakr, Mohammed A. (Department of Structural Engineering, Tanta University)
Seleemah, Ayman A. (Department of Structural Engineering, Tanta University)
Tayeh, Bassam A. (Department of Civil Engineering Department, Faculty of Engineering, Islamic University of Gaza)
Khalifa, Tarek M. (Department of Structural Engineering, Tanta University)
Publication Information
Structural Engineering and Mechanics / v.81, no.3, 2022 , pp. 305-316 More about this Journal
Abstract
Externally bonded ultrahigh performance fiber-reinforced concrete (UHPFRC) is commonly used as a strengthening material for reinforced concrete (RC) structures. This study reports the results of an experimental program investigating the bonding behavior between concrete and prefabricated UHPFRC plates. The overall experimental program is consisting of five RC specimens, which are strengthened using the different lengths and widths of prefabricated UHPFRC plates. These specimens were analyzed using the pull-pull double-shear test. The performance of each strengthened specimen is presented, discussed and compared in terms of failure mode, maximum load, load-slip relationship, fracture energy and strain distribution. Specimen C-25-160-300 which bonded along the whole width of 160 mm recorded the highest maximum load (109.2 kN) among all the analysed specimens. Moreover, a 3D numerical finite element model (FEM) is proposed to simulate the bond behavior between concrete and UHPFRC plates. Moreover, this study reviews the analytical models that can predict the relationship between the maximum bond stress and slip for strengthened concrete elements. The proposed FEM is verified against the experimental program and then used to test 36 RC specimens strengthened with prefabricated UHPFRC plates with different concrete grades and UHPFRC plate widths. The obtained results together with the review of analytical models helped in the formation of a design equation for estimating the bond stress between concrete and prefabricated UHPFRC plates.
Keywords
bond stress-slip model; concrete; de-bonding; interface; finite element model (FEM); prefabricated plates; ultrahigh performance fiber-reinforced concrete (UHPFRC);
Citations & Related Records
Times Cited By KSCI : 7  (Citation Analysis)
연도 인용수 순위
1 Tayeh, B.A., Bakar, B.A. and Johari, M.M. (2012b), "Mechanical properties of old concrete-UHPFC interface", International Conference on Concrete Repair, Rehabilitation and Retrofitting, 3, 2-5.
2 Hassan, A.M.T., Jones, S.W. and Mahmud, G.H. (2012), "Experimental test methods to determine the uniaxial tensile and compressive behaviour of ultra high performance fibre reinforced concrete (UHPFRC)", Constr. Build. Mater., 37, 874-882. https://doi.org/10.1016/j.conbuildmat.2012.04.030.   DOI
3 Mohammed, T.U. and Rahman, M.N. (2016), "Effect of types of aggregate and sand-to-aggregate volume ratio on UPV in concrete", Constr. Build. Mater., 125, 832-841. https://doi.org/10.1016/j.conbuildmat.2016.08.102.   DOI
4 Basha, A., Fayed, S. and Mansour, W. (2020), "Flexural strengthening of RC one way solid slab with strain hardening cementitious composites (SHCC)", Adv. Concrete Constr., 9, 511-527. https://doi.org/10.12989/acc.2020.9.5.511.   DOI
5 Al-Osta, M.A., Isa, M.N., Baluch, M.H. and Rahman, M.K. (2017), "Flexural behavior of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete", Constr. Build. Mater., 134, 279-296. https://doi.org/10.1016/j.conbuildmat.2016.12.094.   DOI
6 Amin, M., Zeyad, A.M., Tayeh, B.A. and Agwa, I.S. (2021a), "Engineering properties of self-cured normal and high strength concrete produced using polyethylene glycol and porous ceramic waste as coarse aggregate", Constr. Build. Mater., 299, 124243. https://doi.org/10.1016/j.conbuildmat.2021.124243.   DOI
7 Baharuddin, N.K., Mohamed Nazri, F., Abu Bakar, B.H., Beddu, S. and A Tayeh, B. (2020), "Potential use of ultra high-performance fibre-reinforced concrete as a repair material for fire-damaged concrete in terms of bond strength", Int. J. Integ. Eng., 12(9).
8 Tayeh, B.A., Bakar, B.A. and Johari, M.M. (2013a), "Characterization of the interfacial bond between old concrete substrate and ultra high performance fiber concrete repair composite", Mater. Struct., 46(5), 743-753. https://doi.org/10.1617/s11527-012-9931-1.   DOI
9 Tayeh, B.A., Bakar, B.A., Johari, M.M. and Ratnam, M.M. (2013b), "The relationship between substrate roughness parameters and bond strength of ultra high-performance fiber concrete", J. Adhes. Sci. Technol., 27(16), 1790-1810. https://doi.org/10.1080/01694243.2012.761543.   DOI
10 Tayeh, B.A., Abu Bakar, B.H., Megat Johari, M.A. and Zeyad, A.M. (2014), "Microstructural analysis of the adhesion mechanism between old concrete substrate and UHPFC", J. Adhes. Sci. Technol., 28(18), 1846-1864. https://doi.org/10.1080/01694243.2014.925386.   DOI
11 Carbonell Munoz Miguel, A., Harris Devin, K., Ahlborn Theresa, M. and Froster David, C. (2014), "Bond performance between ultrahigh-performance concrete and normal-strength concrete", J. Mater. Civil Eng., 26(8), 04014031. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000890.   DOI
12 Zaghi, A.E., Wille, K., Zmetra, K., McMullen, K., Kruszewski, D. and Hain, A. (2016), "Repair of steel beam/girder ends with ultra high-strength concrete-Phase II", No. CT-2282-F-15-2, Connecticut, Dept. of Transportation.
13 Tayeh, B.A., Aadi, A.S., Hilal, N.N., Bakar, B.A., Al-Tayeb, M.M. and Mansour, W.N. (2019a), "Properties of ultra-high-performance fiber-reinforced concrete (UHPFRC)-A review paper", AIP Conf. Proc., 2157(1), 020040. https://doi.org/10.1063/1.5126575.   DOI
14 Tayeh, B.A., Naja, M.A., Shihada, S. and Arafa, M. (2019b), "Repairing and strengthening of damaged RC columns using thin concrete jacketing", Adv. Civil Eng., 2019. Article ID 2987412. https://doi.org/10.1155/2019/2987412.   DOI
15 Vande Voort, T.L., Suleiman, M.T. and Sritharan, S. (2008), "Design and performance verification of ultra-high performance concrete piles for deep foundations", No. IHRB Project TR-558), Center for Transportation Research and Education, Iowa State University.
16 Verger-Leboeuf, S., Charron, J.P. and Massicotte, B. (2017), "Design and behavior of UHPFRC field-cast transverse connections between precast bridge deck elements", J. Bridge Eng., 22(7), 04017031. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001064.   DOI
17 Committee, A. (2005), Building Code Requirements for Structural Concrete (Aci 318-05) and Commentary (ACI 318R-05), American Concrete Institute.
18 Faried, A.S., Mostafa, S.A., Tayeh, B.A. and Tawfik, T.A. (2021a), "Mechanical and durability properties of ultra-high performance concrete incorporated with various nano waste materials under different curing conditions", J. Build. Eng., 43, 102569. https://doi.org/10.1016/j.jobe.2021.102569.   DOI
19 Massicotte, B., Dagenais, M. and Garneau, J. (2014), "Bridge pier seismic strengthening using UHPFRC cover", 9th International Conference on Short and Medium Span Bridges, Santiago Chile, January.
20 Faried, A.S., Mostafa, S.A., Tayeh, B.A. and Tawfik, T.A. (2021b), "The effect of using nano rice husk ash of different burning degrees on ultra-high-performance concrete properties", Constr. Build. Mater., 290, 123279. https://doi.org/10.1016/j.conbuildmat.2021.123279.   DOI
21 Zeyad, A.M., Johari, M.A.M., Abutaleb, A. and Tayeh, B.A. (2021), "The effect of steam curing regimes on the chloride resistance and pore size of high-strength green concrete", Constr. Build. Mater., 280, 122409. https://doi.org/10.1016/j.conbuildmat.2021.122409.   DOI
22 Mohammed, T.J., Abu Bakar, B. and Bunnori, N.M. (2015), "Strengthening of reinforced concrete beams subjected to torsion with UHPFC composites", Struct. Eng. Mech., 56(1), 123-136. https://doi.org/10.12989/sem.2015.56.1.123.   DOI
23 Mohammed, T.J., Abu Bakar, B.H. and Muhamad Bunnori, N. (2016), "Torsional improvement of reinforced concrete beams using ultra high-performance fiber reinforced concrete (UHPFC) jackets-Experimental study", Constr. Build. Mater., 106, 533-542. https://doi.org/10.1016/j.conbuildmat.2015.12.160.   DOI
24 Mansour, W. and Fayed, S. (2021a), "Flexural rigidity and ductility of RC beams reinforced with steel and recycled plastic fibers", Steel Compos. Struct., 41, 317-334. https://doi.org/10.12989/scs.2021.41.3.317.   DOI
25 Sakr, M.A., Sleemah, A.A., Khalifa, T.M. and Mansour, W.N. (2019), "Shear strengthening of reinforced concrete beams using prefabricated ultra-high performance fiber reinforced concrete plates: Experimental and numerical investigation", Struct. Concrete, 20(3), 1137-1153. https://doi.org/10.1002/suco.201800137.   DOI
26 Tayeh, B.A., Abu Bakar, B.H., Megat Johari, M.A. and Voo, Y.L. (2012a), "Mechanical and permeability properties of the interface between normal concrete substrate and ultra high performance fiber concrete overlay", Constr. Build. Mater., 36, 538-548. https://doi.org/10.1016/j.conbuildmat.2012.06.013.   DOI
27 Zeyad, A.M., Johari, M.A.M., Alharbi, Y.R., Abadel, A.A., Amran, Y.M., Tayeh, B.A. and Abutaleb, A. (2021b), "Influence of steam curing regimes on the properties of ultrafine POFA-based high-strength green concrete", J. Build. Eng., 38, 102204. https://doi.org/10.1016/j.jobe.2021.102204.   DOI
28 Aaleti, S., Sritharan, S. and Abu-Hawash, A. (2013), "Innovative UHPC-normal concrete composite bridge deck", Proceedings of the RILEM-fib-AFGC International Symposium on Ultra-High Performance Reinforced Concrete, Bagneux, October.
29 Lu, X.Z., Teng, J.G., Ye, L.P. and Jiang, J.J. (2005), "Bond-slip models for FRP sheets/plates bonded to concrete", Eng. Struct., 27(6), 920-937. https://doi.org/10.1016/j.engstruct.2005.01.014.   DOI
30 Mansour, W. (2021), "Numerical analysis of the shear behavior of FRP-strengthened continuous RC beams having web openings", Eng. Struct., 227, 111451. https://doi.org/10.1016/j.engstruct.2020.111451.   DOI
31 Mansour, W. and Fayed, S. (2021b), "Effect of interfacial surface preparation technique on bond characteristics of both NSC-UHPFRC and NSC-NSC composites", Struct., 29, 147-166. https://doi.org/10.1016/j.istruc.2020.11.010.   DOI
32 Mansour, W., Sakr, M., Seleemah, A., Tayeh, B.A. and Khalifa, T.,(2021), "Development of shear capacity equations for RC beams strengthened with UHPFRC", Comput. Concrete, 27(5), 473-487. https://doi.org/10.12989/cac.2021.27.5.473.   DOI
33 Graybeal, B. (2010), "Field-cast UHPC connections for modular bridge deck elements", No. FHWA-HRT-11-022.
34 Graybeal, B. (2014), "Ultra-high-performance concrete connections for precast concrete bridge decks", PCI J., 59(4), 48-62.   DOI
35 Brosens, K. and Van Gemert, D. (1999), "Anchorage design for externally bonded carbon fiber reinforced polymer laminates", Spec. Publ., 188, 635-646.
36 Abdul-Rahman, M., Al-Attar, A.A., Hamada, H.M. and Tayeh, B. (2020), "Microstructure and structural analysis of polypropylene fibre reinforced reactive powder concrete beams exposed to elevated temperature", J. Build. Eng., 29, 101167. https://doi.org/10.1016/j.jobe.2019.101167.   DOI
37 Amin, M., Zeyad, A.M., Tayeh, B.A. and Agwa, I.S. (2021b), "Effects of nano cotton stalk and palm leaf ashes on ultrahigh-performance concrete properties incorporating recycled concrete aggregates", Constr. Build. Mater., 302, 124196. https://doi.org/10.1016/j.conbuildmat.2021.124196.   DOI
38 De Lorenzis, L., Miller, B. and Nanni, A. (2001), "Bond of FRP laminates to concrete", ACI Mater. J., 98(3), 256-264.
39 Fayed, S. and Mansour, W. (2020), "Evaluate the effect of steel, polypropylene and recycled plastic fibers on concrete properties", Adv. Concrete Constr., 10, 319-332. https://doi.org/10.12989/acc.2020.10.4.319.   DOI
40 Frettlohr, B. (2013), "Theoretical model for size and shape effect of UHPFRC in flexural tension considering tensile behaviour influenced by fibre orientation", Proceedings of the RILEM-fib-AFGC International Symposium on Ultra-High Performance Fibre-Reinforced Concrete UPFRC, 689-698.
41 Haber Zachary, B. and Graybeal Benjamin, A. (2018), "Lap-spliced rebar connections with UHPC closures", J. Bridge Eng., 23(6), 04018028. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001239.   DOI
42 Haber, Z.B., Munoz, J.F., De la Varga, I. and Graybeal, B.A. (2018), "Bond characterization of UHPC overlays for concrete bridge decks: Laboratory and field testing", Constr. Build. Mater., 190, 1056-1068. https://doi.org/10.1016/j.conbuildmat.2018.09.167.   DOI
43 JCI (1998), JCI TC952 on Continuos Reinforced Concrete, Technical Report on Continuos Fibre Reinforced Concrete, 116-124.
44 Kasumassa Nakaba, T.K.T.F. and Hiroyuki, Y. (2001), "Bond behavior between fiber-reinforced polymer laminates and concrete", ACI Struct. J., 98(3).
45 Mansour, W. and Tayeh, B.A. (2020), "Shear behaviour of RC beams strengthened by various ultrahigh performance fibre-reinforced concrete systems", Adv. Civil Eng., 2020, Article ID 2139054. https://doi.org/10.1155/2020/2139054.   DOI
46 Ko, H., Matthys, S., Palmieri, A. and Sato, Y. (2014), "Development of a simplified bond stress-slip model for bonded FRP-concrete interfaces", Constr. Build. Mater., 68, 142-157. https://doi.org/10.1016/j.conbuildmat.2014.06.037.   DOI
47 Le, T.T. (2008), "Ultra high performance fibre reinforced concrete paving flags", University of Liverpool.
48 Lee, J.K. and Lee, S.H. (2015), "Flexural behavior of ultra-high-performance fiber-reinforced concrete moment connection for precast concrete decks", ACI Struct. J., 112(4), 451-462.   DOI
49 JSCE (Japan Society of Civil Engineers) (2004), Recommendations for Design and Construction of Ultra High Strength Fiber Reinforced Concrete Structures (Draft), Tokyo, Japan.
50 Noshiravani, T. and Bruhwiler, E. (2014), "Analytical model for predicting response and flexure-shear resistance of composite beams combining reinforced ultrahigh performance fiber-reinforced concrete and reinforced concrete", J. Struct. Eng., 140(6), 04014012. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000902.   DOI