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11 (1) 2016
Hiệu quả gia cường kháng uốn của tấm CFRP trong dầm chữ T ứng suất trước có và không có hệ Neo CFRP dạng dải U
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ACI 440.2R-08 (2008). Guide For the Design and Construction of Externally Bonded FRP Systems for Strengthening of Concrete Structures. Reported by ACI Committee 440.
ACI 318-11 (2011). Building Code Requirements for Structural Soncrete and Commentary. ACI Manual of Concrete Practice, Farmington Hills, Michigan.
Alagusundaramoorthy, P., Harik, I. E., and Choo, C. C. (2003). Flexural behavior of R/C beams strengthened with carbon fiber reinforced polymer sheets or fabric. Journal of Composites for Construction, 7(4), 292-301.
Ali, A., Abdalla, J., Hawileh, R., and Galal, K. (2014). CFRP mechanical anchorage for externally strengthened RC beams under flexure. Eighth International Conference on Material Sciences (CSM8-ISM5).
Bahn, B. Y. and Harichandran, R. S. (2008). Flexural behavior of reinforced concrete beams strengthened with CFRP sheets and epoxy mortar. Journal of Composites for Construction, ASCE, 12(4), 387-395.
Bonacci, J. F., and Maalej, M. (2001). Behavioral trends of RC beams strengthened with externally bonded FRP. Journal of Composites for Construction, 5(2), 102-113.
Brena, S. F., and Marci, B. M. (2004). Effect of carbon-fiber-reinforced polymer laminate configuration on the behavior of strengthened reinforced concrete beams. Journal of Composites for Construction, 8(3), 229-240.
Colotti, V., and Spadea, G. (2001). Shear strength of RC beams strengthened with bonded steel or FRP plates. Journal of Structural Engineering, 127(4), 367-373.
Dung, N. T. T. (2014). Effects of externally bonded CFRP sheets on flexural strengthening of pretensioned Prestressed Concrete beams having ruptured strands. Journal of JSCE, 2, 25-38.
Garden, H. N., and Hollaway, L. C. (1998). An experimental study of the influence of plate end anchorage of carbon fiber composite plates used to strengthen reinforced concrete beams. Composite Structures, 42(2), 175-188.
Kasan, J. L., and Harries, K. A. (2009). Repair of impact-damaged prestressed concrete bridge girders with carbon fiber reinforced polymers. The Proceedings of the 2nd Asia-Pacific Conference on FRP in Structures (APFIS 2009), 157-162.
Meier, U., and Deuring, M. (1991). The application of fiber composites in bridge repair. Strasse WId Verkehr, 77(9), 775-777.
Meier, U., Deuring, M., Meier, H., and Schuregler, G. (1992). Strengthening of structures with CFRP laminates: research and applications in Switzerland. Proc. 1st International Conference on Advanced Composite
Materials In Bridges and Structures, The Canadian Society for Civil Engineering, Montreal, Canada, 243-251.
Reed, C. E., and Peterman, R. J. (2004). Evaluation of prestressed concrete girders strengthened with carbon fiber reinforced polymer sheets. Journal of Bridge Engineering, 9(2), 185-192.
Sobuz, H. R., Ahmed, E., Uddin, M. A., and Hasan, N. M. S. (2011). Structural strengthening of RC beams externally bonded with different CFRP laminates configurations. Journal of Civil Engineering, 39(1), 33-47.
Spadea, G., Bencardino, F., and Swamy, R. N. (1998). Structural behavior of composite RC beams with externally bonded CFRP. Journal of Composites for Construction, 2(3), 132–137.
Teng, J. G., Smith, S. T., Yao, J., and Chen, J. F. (2003). Intermediate crack-induced debonding in RC beams and slabs. Construction and Building Materials, 17, 447-62.
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