Experimental Analysis of the Bond Behavior of Glass, Carbon, and Steel FRCM Composites

[1] V.A. Salomoni, G. Mazzucco, C. Pellegrino, and C.E. Majorana, Three-dimensional modeling of bond behaviour between concrete and FRP reinforcement, Engng. Comput. 28: 1 (2011) 5-29.

DOI: 10.1108/02644401111096993

Google Scholar

[2] C. Carloni, K.V. Subramaniam, FRP-masonry debonding: numerical and experimental study of the role of mortar joints, J. Compos. Constr. 16: 5 (2012) 581-589.

DOI: 10.1061/(asce)cc.1943-5614.0000282

Google Scholar

[3] A. D'Ambrisi, L. Feo, F. Focacci, Bond-slip Relations for PBO-FRCM Materials Externally Bonded to Concrete, Compos: Part B. 43: 8 (2012), 2938-2949.

DOI: 10.1016/j.compositesb.2012.06.002

Google Scholar

[4] A. D'Ambrisi, L. Feo, F. Focacci, Experimental analysis on bond between PBO-FRCM strengthening materials and concrete, Compos: Part B. 44: 1 (2013), 524-532.

DOI: 10.1016/j.compositesb.2012.03.011

Google Scholar

[5] S. Hashemi, R. Al-Mahaidi, Experimental and finite element analysis of flexural behavior of FRP-strengthened RC beams using cement-based adhesives, Constr. Build. Mater. 26 (2012), 268-273.

DOI: 10.1016/j.conbuildmat.2011.06.021

Google Scholar

[6] C. Carloni, L.H. Sneed, T. D'Antino, Interfacial bond characteristics of fiber reinforced cementitious matrix for external strengthening of reinforced concrete members, FraMCoS-8, 2013, J.G.M. Van Mier, G. Ruiz, C. Andrade, R.C. Yu and X.X. Zhang (Eds).

Google Scholar

[7] T. D'Antino, L.H. Sneed, C. Carloni, C. Pellegrino, Bond behavior of the FRCM-concrete interface, FRPRCS11, 2013, J. Barros, J. Sena-Cruz (Eds).

Google Scholar

[8] C. Pellegrino, T. D'Antino, Experimental behaviour of existing precast prestressed reinforced concrete elements strengthened with cementitious composites, Compos: Part B. 55 (2013) 31-40.

DOI: 10.1016/j.compositesb.2013.05.053

Google Scholar

[9] J.F. Chen, J.G. Teng, Anchorage strength models for FRP and steel plates bonded to concrete, J. Struct. Engng. ASCE, 127: 7 (2001) 784-791.

DOI: 10.1061/(asce)0733-9445(2001)127:7(784)

Google Scholar

[10] Z.S. Wu, H. Yuan, H. Niu, Stress transfer and fracture propagation in different kinds of adhesive joints, J. Engng. Mech. ASCE, 128(5) (2002) 562-573.

DOI: 10.1061/(asce)0733-9399(2002)128:5(562)

Google Scholar

[11] J. Yao, J.G. Teng, J.F. Chen, Experimental study on FRP-to-soncrete bonded joints Compos: Part B. 36 (2005) 99-113.

DOI: 10.1016/j.compositesb.2004.06.001

Google Scholar

[12] K.V. Subramaniam, C. Carloni, L. Nobile, Width effect in the interface fracture during debonding of FRP from concrete, Engng. Frac. Mech., 74 (2007), 578–594.

DOI: 10.1016/j.engfracmech.2006.09.002

Google Scholar

[13] B. Ferracuti, M. Savoia, C. Mazzotti, Interface law for FRP–concrete delamination, Compos. Struct. 80: 4 (2007) 523–31.

DOI: 10.1016/j.compstruct.2006.07.001

Google Scholar

[14] C. Pellegrino, D. Tinazzi, C. Modena, An experimental study on bond behavior between concrete and FRP reinforcement, J. Compos. Constr. ASCE, 12: 2 (2008), 180-189.

DOI: 10.1061/(asce)1090-0268(2008)12:2(180)

Google Scholar

[15] K.V. Subramaniam, C. Carloni, L. Nobile, An understanding of the width effect in FRP-concrete debonding, Strain, 47: 2 (2011) 127-137.

DOI: 10.1111/j.1475-1305.2008.00481.x

Google Scholar

[16] C. Pellegrino, C. Modena, Influence of FRP axial rigidity on FRP-concrete bond behaviour: an analytical study, Adv. Struct. Engng. 12: 5 (2009) 639-649.

DOI: 10.1260/136943309789867854

Google Scholar

[17] M.R. Valluzzi, E. Grinzato, C. Pellegrino, C. Modena, IR thermography for interface analysis of FRP laminates externally bonded to RC beams, Mater. Struct. 42: 1 (2009) 25-34.

DOI: 10.1617/s11527-008-9364-z

Google Scholar

[18] M. Achintha, C.J. Burgoyne, Fracture mechanics of plate debonding: validation against experiment, Constr. Build. Mater. 25: 6 (2011) 2961-2971.

DOI: 10.1016/j.conbuildmat.2010.11.103

Google Scholar

[19] P. Carrara, D. Ferretti, F. Freddi, G. Rosati, Shear tests of carbon fiber plates bonded to concrete with control of snap-back, Engng. Fract. Mech. 79 (2011), 2663-2678.

DOI: 10.1016/j.engfracmech.2011.07.003

Google Scholar

[20] L.H. Sneed, T. D'Antino, C Carloni, Investigation of bond behavior of PBO fiber-reinforced cementitious matrix composite-concrete interface, ACI Mater. J. 111: 1-6 (2014) 1-12.

DOI: 10.14359/51686604

Google Scholar

[21] T. D'Antino, C. Carloni, L.H. Sneed, C. Pellegrino, Matrix-fiber bond behavior in PBO FRCM composites: A fracture mechanics approach, Engng. Fract Mech. 117 (2014) 94-111.

DOI: 10.1016/j.engfracmech.2014.01.011

Google Scholar

[22] B. Banholzer, Bond behavior of multi-filament yarn embedded in a cementitious matrix, PhD Thesis, RETH Aachen University, United Kingdom, (2004).

Google Scholar

[23] UNI EN 12390-3, Testing hardened concrete. Compressive strength of test specimens, Brussels, belgium: Comité Européen de Normalization, (2009).

Google Scholar

[24] UNI EN 1015-11, Methods of test for mortar for masonry – Part 11: determination of flexural and compressive strength of hardened mortar, Brussels, Belgium: Comité Européen de Normalisation, (2007).

DOI: 10.3403/01905442

Google Scholar

[25] ASTM D3039/D3039M, Standard test method for tensile properties of polymer matrix composite materials, ASTM International, West Conshohocken, PA, (2008).

Google Scholar