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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2016-10 (Vol.28 No.5)
  4. 10.4334/JKCI.2016.28.5.535
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1 
1.ACI 440.2R-08, “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures”, ACI, 2008.Google Search
2 
2.Hong, H., and Shin, Y., “Structural Performance Evaluation of Reinforced Concrete Beams with Externally Bonded FRP Sheets”, Journal of the Korea Concrete Institute, Vol.15, No.1, 2003, pp.78-86.DOI
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3.Park, J., Jung, W., You, Y., and Park, Y., “An Estimate of Flexural Strength for Reinforce Concrete Beams Strengthened with CFRP Sheets”, Journal of the Korea Concrete Institute, Vol.17, No.2, 2005, pp.213-220.DOI
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4.Sim, J., Oh, H., Moon, D., and Park, K., “Prediction of the Shear Strength of FRP Strengthened RC Beams (I)- Development and Evaluation of Shear strength model”, Journal of the Korea Concrete Institute, Vol.17, No.3, 2005, pp.343-351.DOI
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5.You, Y., Choi, K., and Kim, K., “An Experimental Study to Prevent Debonding Failure of RC Beams Strengthened with GFRP Sheets”, Journal of the Korea Concrete Institute, Vol.19, No.6, 2007, pp.677-684.DOI
6 
6.Chen, J., and Teng, J., “Anchorage strength models for FRP and steel plates bonded to concrete”, Journal of Structural Engineering, Vol.127, No.7, 2001, pp.784-791.DOI
7 
7.Toutanji, H., Saxena, P., Zhao, L., and Ooi, T., “Prediction of Interfacial Bond Failure of FRP-concrete Surface”, Journal of Composites for Construction, Vol.11, No.4, 2007, pp.427- 436DOI
8 
8.Ouyang, Z., and Wan, B., “Experimental and Numerical Study of Moisture Rffects on the Bond Fracture Energy of FRP/Concrete Joints”, Journal Reinforced Plastics and Composites, Vol.27, No.2, 2008, pp.205-223.Google Search
9 
9.Tuakta, C., and Buyukozturk, O., “Deterioration of FRP/ Concrete Bond System Under Variable Moisture Conditions Quantified by Fracture Mechanics”, Composites Part B: Engineering, Vol.42, No.2, 2011, pp.145-154.DOI
10 
10.Biscaia, H., Silva, M., and Chastre, C., “An Experimental Study of GFRP-to-concrete Interfaces Submitted to Humidity Cycles”, Composite Structures, Vol.10, No.1, 2014, pp. 354-368.DOI
11 
11.Tartar, J., and Hamilton, H., “Bond Durability Factor for Externally Bonded CFRP Systems in Concrete”, Journal of Composites for Construction, Vol.20, No.1, 2016.Google Search
12 
12.Kim, S., Kim, K., Han, K., Song, S., and Park, S., “A Prediction of the Long-Term Deflection of RC Beams Externally Bonded with CFRP and GFRP”, Journal of the Korea Concrete Institute, Vol.20, No.6, 2008, pp.765-771.DOI
13 
13.You, Y., Choi, K., and Kim, K., “Long-Term Behavior of CFRP Strips under Sustained Loads”, Journal of the Korea Concrete Institute, Vol.21, No.2, 2009, pp.139-146.DOI
14 
14.Jia, J., Boothby, T., Bakis, C., and Brown, T., “Durability Evaluation of Glass Fiber Reinforced-polymer-concrete Bonded Interfaces”, Journal of Composites for Construction, Vol.9, No.4, 2005, pp.348-359.DOI
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15.Diab, H., and Wu, Z., “Nonlinear Constitutive Model for Time-dependent Behavior of FRP-concrete Interface”, Composites Science and Technology, Vol.67, No.11-12, 2007, pp.2323-2333.DOI
16 
16.Gullapalli, A., Lee, J., Lopez, M., and Bakis, C., “Sustained Loading and Temperature Response of Fiber-reinforced Polymer-concrete Bond”, Transportation Research Record, Vol.2131, 2009, pp.155-162.DOI
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17.Ferrier, E., Michel, L., Jurkiewiez, B., and Hamelin, P., “Creep Behavior of Adhesives used for External FRP Strengthening of RC Structures”, Construction and Building Materials, Vol.25, No.2, 2011, pp.461-467.DOI
18 
18.Hamed, E., and Bradford, M., “Flexural Time-dependent Cracking and Post-cracking Behaviour of FRP Strengthened Concrete Beams”, International Journal of Solids and Structures, Vol.49, No.13, 2012, pp.1595-1607.DOI
19 
19.Zhang, C., and Wang, J., “Interface Stress Redistribution in FRP-strengthened Reinforced Concrete Beams Using a Three-parameter Viscoelastic Foundation Model”, Composites Part B: Engineering, Vol.43, No.9, 2012, pp.3009-3019.DOI
20 
20.Jaipuriar, A., Characterization and modeling of creep behavior in ambient temperature cured thermoset resin, Master’s dissertation, Pennsylvania State University, 2011.Google Search
21 
21.Jaipuriar, A., Bakis, C., and Lopez, M.. “Cure Kinetics and Physical Aging of an Ambient-curing Epoxy Resin”. In Proc. of the 6th Intl. Conf on Composite FRP in Civil Engineering 2012, CICE 2012, Rome, Italy.Google Search
22 
22.Peters, W., and Ranson, W., “Digital Imaging Techniques in Experimental Stress Analysis”, Optical Engineering, Vol.21, No.3, 1982, pp.427-431.DOI
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23.Lee, J., and Lopez, M.. “Non-contact measuring techniques to characterize deformation on FRP Uwrap anchors”, Proc. 10th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures 2011, FRPRCS-10, ACI, Tampa, FL, United States, pp.245-258.Google Search
24 
24.Jeong, Y., Effects of temperature and sustained loading on the response of FRP-strengthened concrete elements, Doctoral Thesis, Pennsylvania State University, U.S., 2014.Google Search
25 
25.Ruocci, G., Argoul, P., Benzarti, K., and Freddi, F., “An Improved Damage Modelling To Deal With The Variability Of Fracture Mechanisms In FRP Reinforced Concrete Structures”, International Journal of Adhesion and Adhesives, Vol.45, 2013, pp.7-20.DOI
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26.Mazzotti, C., and Savoia, M., “Stress Redistribution Along the Interface Between Concrete and FRP Subject to Long- term Loading”, Advances in Structural Engineering, Vol.12, No.5, 2009, pp.651-661.DOI
27 
27.Dai, J., Ueda, T., and Sato, Y., “Development of the Nonlinear Bond Stress-Slip Model of Fiber Reinforced Plastics Sheet-concrete Interfaces With a Simple Method”, Journal of Composites for Construction, Vol.9, No.1, 2005, pp.52-62.DOI
28 
28.Dai, J., Gao, W., and Teng, J., “Bond-slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature”, Journal of Composites for Construction, Vol.17, No.2, 2013, pp.217-228.DOI