Effect of groove spacing on bond strength of near-surface mounted (NSM) bonded joints with multiple FRP strips

Abstract In the strengthening of existing deficient structures using the near-surface mounted (NSM) FRP method, a group of parallel NSM FRP strips are usually needed to meet the capacity enhancement requirement. When the groove spacing (i.e., the net distance between grooves) is relatively small, the bond behaviour of each NSM FRP strip is detrimentally influenced by the adjacent grooves/FRP strips, and such detrimental effect should be taken into account for a safe design of the NSM FRP strengthening system. All the existing models, however, have been proposed for NSM bonded joints with a single FRP strip and thus cannot consider the effect of groove spacing on the bond behaviour, due to the insufficiency of data from tests or numerical simulations. Against this background, a numerical parametric study, was conducted to clarify the effect of groove spacing on the bond strength of such bonded joints; the numerical parametric study involved the use of a three-dimensional meso-scale finite element model developed in the present study for NSM bonded joints with two FPP strips separately embedded in two parallel grooves. Based on the results from the parametric study, a reduction factor to account for the detrimental effect of insufficient groove spacing on the bond strength is proposed and extended to NSM bonded joints with three or more evenly-spaced FRP strips. By combining the proposed reduction factor and the bond strength model previously developed by the authors for NSM bonded joints with a single FRP strip, a bond strength model for NSM bonded joints with multiple FRP strips is proposed and the accuracy of the proposed model is verified with test results.

[1]  Jin-Guang Teng,et al.  Finite element analysis of end cover separation in RC beams strengthened in flexure with FRP , 2014 .

[2]  Timothy Ibell,et al.  Bond characteristics of near surface mounted CFRP bars , 2013 .

[3]  Deric J. Oehlers,et al.  Bond Strength of Near-Surface Mounted FRP Strip-to-Concrete Joints , 2007 .

[4]  D. Oehlers,et al.  IC Debonding of FRP NSM and EB Retrofitted Concrete: Plate and Cover Interaction Tests , 2008 .

[5]  José Sena-Cruz,et al.  A review on the bond behavior of FRP NSM systems in concrete , 2015 .

[6]  Emidio Nigro,et al.  Strain assessment for the design of NSM FRP systems for the strengthening of RC members , 2014 .

[7]  Tao Yu,et al.  Reinforced concrete beams strengthened in flexure with near-surface mounted (NSM) CFRP strips: Current status and research needs , 2017 .

[8]  Z. Bažant,et al.  Crack band theory for fracture of concrete , 1983 .

[9]  J. Teng,et al.  Bond Strength Model for CFRP Strips Near-Surface Mounted to Concrete , 2014 .

[10]  J. Teng,et al.  End cover separation in RC beams strengthened in flexure with bonded FRP reinforcement: simplified finite element approach , 2016 .

[11]  Joaquim A. O. Barros,et al.  CFRP Flexural and Shear Strengthening Technique for RC Beams: Experimental and Numerical Research , 2011 .

[12]  J. Barros,et al.  Bond Between Near-Surface Mounted Carbon-Fiber-Reinforced Polymer Laminate Strips and Concrete , 2004 .

[13]  Jian-Guo Dai,et al.  Three-dimensional meso-scale finite element modeling of bonded joints between a near-surface mounted FRP strip and concrete , 2013 .

[14]  Oral Büyüköztürk,et al.  Nonlinear analysis of reinforced concrete structures , 1977 .

[15]  D. Hordijk Local approach to fatigue of concrete , 1991 .

[16]  L. Lorenzis,et al.  Near-surface mounted FRP reinforcement: An emerging technique for strengthening structures , 2007 .

[17]  T. Alkhrdaji,et al.  Ductile strengthening using externally bonded and near surface mounted composite systems , 2010 .

[18]  D. Murray,et al.  A 3-D HYPOELASTIC CONCRETE CONSTITUTIVE RELATIONSHIP , 1979 .

[19]  Dongkeun Lee,et al.  Bond Characteristics of Various NSM FRP Reinforcements in Concrete , 2013 .

[20]  Deric J. Oehlers,et al.  Generic Debonding Resistance of EB and NSM Plate-to-Concrete Joints , 2007 .

[21]  Jian fei Chen,et al.  Anchorage strength models for FRP and steel plates bonded to concrete , 2001 .

[22]  M. Petrou,et al.  Full-Scale Experimental Investigation of Repair of Reinforced Concrete Interstate Bridge Using CFRP Materials , 2006 .

[23]  Tao Yu,et al.  Bond-slip model for CFRP strips near-surface mounted to concrete , 2013 .