PSI - Issue 64
Mehdi Aghabagloo et al. / Procedia Structural Integrity 64 (2024) 1516–1523 Mehdi Aghabagloo/ Structural Integrity Procedia 00 (2019) 000 – 000
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References Aghabagloo, M., Carreras, L., Barahona, M., Barris, C., & Baena, M. (2024). Experimental study and numerical prediction of the bond-slip law for concrete elements strengthened with FRP using metaheuristic algorithm. Construction and Building Materials , 411 , 134712. Ali, A., Abdalla, J., Hawileh, R., & Galal, K. (2014). CFRP mechanical anchorage for externally strengthened RC beams under flexure. Physics Procedia , 55 , 10-16. Chen, G. M., Teng, J. G., & Chen, J. F. (2012). Process of debonding in RC beams shear-strengthened with FRP U strips or side strips. International Journal of Solids and Structures , 49 (10), 1266-1282. Das, B. M., & Sobhan, K. (1990). Principles of geotechnical engineering. El Maaddawy, T., & Soudki, K. (2008). Strengthening of reinforced concrete slabs with mechanically-anchored unbonded FRP system. Construction and Building Materials , 22 (4), 444-455. Galal, K., & Mofidi, A. (2009). Strengthening RC beams in flexure using new hybrid FRP sheet/ductile anchor system. Journal of Composites for Construction , 13 (3), 217-225. Garden, H. N., & Hollaway, L. C. (1998). An experimental study of the influence of plate end anchorage of carbon fibre composite plates used to strengthen reinforced concrete beams. Composite structures , 42 (2), 175-188. Guan, Y., Jiang, B., & Song, X. (2012). Experimental study and numerical simulation on bonding behavior of the new HB-FRP strengthening technology. Journal of performance of constructed facilities , 26 (2), 220-227. Inc. Correlated Solutions, ‘VIC - 3D 2012 Digital Image Correlation’. 2012. Iovinella, I., Prota, A., & Mazzotti, C. (2013). Influence of surface roughness on the bond of FRP laminates to concrete. Construction and Building Materials , 40 , 533-542. Kalfat, R., Al-Mahaidi, R., & Smith, S. T. (2013). Anchorage devices used to improve the performance of reinforced concrete beams retrofitted with FRP composites: State-of-the-art review. Journal of composites for construction , 17 (1), 14-33. Malek, A. M., Saadatmanesh, H., & Ehsani, M. R. (1998). Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end. Structural Journal , 95 (2), 142-152. Napoli, A., Bank, L. C., Brown, V. L., Martinelli, E., Matta, F., & Realfonzo, R. (2013). Analysis and design of RC structures strengthened with mechanically fastened FRP laminates: A review. Composites Part B: Engineering , 55 , 386-399. Sebastian, W. M. (2001). Significance of midspan debonding failure in FRP-plated concrete beams. Journal of Structural Engineering , 127 (7), 792-798. Smith, S. T., Hu, S., Kim, S. J., & Seracino, R. (2011). FRP-strengthened RC slabs anchored with FRP anchors. Engineering Structures , 33 (4), 1075-1087. Standard , A. S. T. M. (2010). Standard test method for static modulus of elasticity and poisson’s ratio of concrete in compression. ASTM Stand. C , 469 . S&P. S&P Cfrp Laminate (2017), Technical Datasheet; S&P: Seewen, Switzerland. S&P. S&P Resin 220 HP Epoxy Adhesive (2019), Technical Data Sheet; S&P: Seewen, Switzerland. Teng, J. G., Chen, J. F., Smith, S. T., & Lam, L. (2002). FRP: strengthened RC structures (p. 266). UNE- EN (2011), ‘Testing hardened concrete - Part 3: Compressive strength of test specimens’, AENOR: Madrid, 12390-3. Wu, Y. F., & Huang, Y. (2008). Hybrid bonding of FRP to reinforced concrete structures. Journal of Composites for Construction , 12 (3), 266-273. Wu, Y. F., Wang, Z., Liu, K., He, W., & Wang, Z. (2009). Numerical Analyses of Hybrid‐Bonded FRP Strengthened Concrete Beams. Computer‐Aided Civil and Infrastructure Engineering , 24 (5), 371-384. Zhang, F., Gao, L., & Wei, Q. (2022). Theoretical and numerical bonding capacity model of FRP-to-concrete joints with mechanical fastening. Construction and Building Materials , 353 , 129066. Zhou, Y., Dang, L., Sui, L., Li, D., Zhao, X., Xing, F., & Wu, Y. (2017). Experimental study on the bond behavior between corroded rebar and concrete under dual action of FRP confinement and sustained loading. Construction and Building Materials , 155 , 605-616.
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