과제정보
연구 과제 주관 기관 : National Research Foundation of Korea (NRF)
참고문헌
- ABAQUS (2010), Theory Manual Version 6.10-3, Dassault Systems Simulia Corp., Providence, RI, USA.
- ACI committee 440 (2008), Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, American Concrete Institute, ACI 440, 2R-08.
- Al-Tamimi, A., Hawileh, R., Abdalla, J.A. and Rasheed, H. (2011), "Effects of ratio of CFRP plate length to shear span and end anchorage on flexural behavior of SCC R/C beams", J. Compos. Constr., ASCE, 15(6), 908-919. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000221
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- Hawileh, R., Naser, M. and Abdalla, J.A. (2013), "Finite Element Simulation of Reinforced Concrete Beams Externally Strengthened with Short-Length CFRP Plates", Compos. Part B, 45(1), 1722-1730. https://doi.org/10.1016/j.compositesb.2012.09.032
- Kang, T.H.K., Howell, J., Kim, S. and Lee, D.J. (2012), "A State-of-the-Art review on debonding failures of FRP laminates externally adhered to concrete", Int. J. Concrete Struct. Mater., 6(2), 123-134. https://doi.org/10.1007/s40069-012-0012-1
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- Leung, C.K.Y. (2006), "FRP debonding from a concrete substrate: Some recent findings against conventional belief", Cement Concrete Compos., 2, 742-748.
- Maalej, M. and Leong, K.S. (2005), "Effect of beam size and FRP thickness on interfacial shear stress concentration and failure mode of FRP-strengthened beams", Compos. Sci. Tech., 65(7-8), 1148-1158. https://doi.org/10.1016/j.compscitech.2004.11.010
- Mongi, B.O., Abdeldjeliln, B. and Bae, S.W. (2009), "Effective bond length of FRP sheets externally bonded to concrete", Int. J. Concrete Struct. Mater., 3(2), 127-131. https://doi.org/10.4334/IJCSM.2009.3.2.127
- Obaidat, Y., Heyden, S. and Dahlblom, O. (2010), "The effect of CFRP and CFRP/Concrete interface models when modelling retrofitted RC beams with FEM", Compos. Struct., 92(6), 1391-1398. https://doi.org/10.1016/j.compstruct.2009.11.008
- Smith, S.T. and Teng, J.G. (2002), "FRP-strengthened RC beams. II: assessment of debonding strength models", Eng. Struct., 24, 397-417. https://doi.org/10.1016/S0141-0296(01)00106-7
- Teng, J.G., Yuan, H. and Chen, J.F. (2006), "FRP-to-concrete interfaces between two adjacent cracks:Theoretical model for debonding failure", Int. J. Solid. Struct., 43(18-19), 5750-5778. https://doi.org/10.1016/j.ijsolstr.2005.07.023
- Teng, J.G., Chen, J.F., Smith, S.T. and Lam, L. (2011), FRP Retrofitted RC Structures, John Wiley & Sons, Inc.
- Yang, Q., Qin, Q. and Zheng, D. (2002), "Analytical and numerical investigation of interfacial stresses of FRP-concrete hybrid structure", Compos. Struct., 57(1-4), 221-226. https://doi.org/10.1016/S0263-8223(02)00088-0
피인용 문헌
- The effects of CFRP orientation on the strengthening of reinforced concrete structures vol.25, pp.15, 2016, https://doi.org/10.1002/tal.1282
- Retrofitting of RC girders using pre-stressed CFRP sheets vol.20, pp.4, 2016, https://doi.org/10.12989/scs.2016.20.4.833
- Absolute effective elastic constants of composite materials vol.57, pp.5, 2016, https://doi.org/10.12989/sem.2016.57.5.897
- Minimum cost design of overhead crane beam with box section strengthened by CFRP laminates vol.61, pp.4, 2015, https://doi.org/10.12989/sem.2017.61.4.475
- Modified DEBA for determining size dependent shear fracture energy of laminates vol.28, pp.1, 2018, https://doi.org/10.12989/scs.2018.28.1.111