Ứng xử uốn của dầm bê tông cốt thép bị xâm thực được gia cường tấm sợi carbon

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[3] Attari, N., Amziane, S. and Chemrouk, M. (2012). "Flexural Strengthening of Concrete Beams Using CFRP, GFRP And Hybrid FRP Sheets." Construction and Building Materials, 37(0), 746-757

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Tiêu đề:	Flexural Strengthening of Concrete Beams Using CFRP, GFRP And Hybrid FRP Sheets
Tác giả:	Attari, N., Amziane, S. and Chemrouk, M
Năm:	2012

[21] Hassan, T., and Rizkalla, S., 2002, “Flexural Strengthening of Prestressed Bridge Slabs with FRP Systems,” PCI Journal, 47(1), 76-93

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Tiêu đề:	Flexural Strengthening of Prestressed Bridge Slabs with FRP Systems

[25] Guo, Z.G., Cao, S.Y., Sun W.M., and Lin, X.Y. (2005) “ experimental study on bond stress-slip behaviour between FRP sheets and concrete ”, Proceedings of the International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005) Chen and Teng (eds) , 77-84

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Tiêu đề:	experimental study on bond stress-slip behaviour between FRP sheets and concrete

[26] Pellegrino, C., and Modena, C. (2006) “Fiber-Reinforced Polymer Shear Strengthening of Reinforced Concrete Beams: Experimental Study and Analytical Modeling” ACI Structural Journal, 103(5): 720–728

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Tiêu đề:	Fiber-Reinforced Polymer Shear Strengthening of Reinforced Concrete Beams: Experimental Study and Analytical Modeling

[1] ACI Committee 440. 2R. (2017). Guide for the design and construction of externally bonded FRP systems for strengthening of concrete structures,” Reported by ACI Committee 440

Khác

[2] CNR DT 200. R1. (2013). Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures - Materials,” RC and PC structures, masonry structures

Khác

[4] Au, C. and Bỹyỹkửztỹrk, O. (2006). Peel and Shear Fracture Characterization of Debonding in FRP Plated Concrete Affected by Moisture. Journal of Composites for Construction, 10(1), 35–47

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[5] Dong, J., Quan, Q., and Guan, J. (2013). “Structural Behaviour of RC Beams with External Flexural and Flexural Shear Strengthening by FRP Sheets. Composites Part B ; Engineering, 44, 604-612

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[6] Grace, N.F.,and Singh, S.B. (2005). Durability Evaluation of Carbon Fiber- Reinforced Polymer Strengthened Concrete Beams: Experimental Study and Design.ACI Structural Journal, 102(1): 40–51

Khác

[7] Soudki, K., El-Salakawy, E., and Craig, B. (2007).“Behavior of CFRP strengthened reinforced concrete beams in corrosive environment. Journal of Composites for Construction, 11(3), 291–298

Khác

[9] Nanni, A. (1995,). Concrete Repair with Externally Bonded FRP Reinforcement. Concrete International, 17 (6), 22-26

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[10] Nguyen-Minh, L., and Rovňák, M. (2015). Size effect in uncracked and pre-cracked reinforced concrete beams shear strengthened with composite jackets. Composites Part B : Engineering, 78, 361-378

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[11] Norris, T.,Saadatmanesh, H., and Ehsani, M., (1997). Shear and Flexural Strengthening of R/C Beams with Carbon Fiber Sheets. Journal of Structural Engineering, 123 (7), 903-911

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[12] Sen, R., Shahawy, M., Mullins, G., and Spain, J. (1999). Durability of Carbon Fiber- Reinforced Polymer/Epoxy/Concrete Bond in Marine Environment. ACI Structural Journal, 96 (6), 906-914

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[13] Choi, S., Gartner, A. L., Etten, N. V., Hamilton, H. R., and Douglas, E. P. (2012). Durability of concrete beams externally reinforced with CFRP composites exposed to various environments. Journal of Composites for Construction, 16(1), 10–20

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[14] Karbhari, V. M., and Engineer, M. (1996). Effect of environmental exposure on the external strengthening of concrete with composites-short term bond durability.Journal of Reinforced Plastics and Composites, 15(12), 1194–1216

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[15] Silva, M.A.G., and Biscaia, H. (2008). Degradation of bond between FRP and RC beams. Composite Structures, 85, 164–174

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[16] El-Dieb, A.S., Aldajah, S., Biddah, A., Hammami, A. (2012). Long-Term Performance of RC Members Externally Strengthened by FRP Exposed to Different Environments. Arab J Sci Eng, 37, 325–339

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[17] Silva, M.A.G., Biscaia, H., and Marreiros, R. (2013). Bond–slip on CFRP/GFRP-to- concrete joints subjected to moisture, salt fog and temperature cycles. Composites Part B : Engineering, 55, 374-385

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[18] Al-Mahmoud, F., Mechling, J.M., and Shaban, M. (2014). Bond strength of different strengthening systems – Concrete elements under freeze–thaw cycles and salt water immersion exposure. Construction and Building Materials, 70, 399–409

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