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ACI Committee 440, Prestressing Concrete Structures with FRP Tendons (ACI 440.4R-04), ACI Farmington Hills, Michigan, USA, 2004, 35 pp.
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2 |
한국건설기술연구원, “FRP 긴장재 및 정착장치의 개발과 활용을 위한 연구,” 한국건설기술연구원, 2007, 435 pp.
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3 |
건설교통부, “도로교설계기준,” 건설교통부 2005, 345 pp.
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4 |
Gross, S. P. Yost, J. R. and Matthew V. D'ANGELO, “Tansfer Length of CFRP Rods in Pretensioned Concrete Beams,” FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007, pp. 504-505
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5 |
Mahmoud, Z. I. and Rizkalla, S. H., “Bond of CFRP Prestressing Reinforcement,” Proceedings of the Second International Conference on Advanced Composite Materials in Bridges and Structures (ACMBS2), Montreal, Quebec, Canada, 1996, pp. 877-884
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Abdelrahman, A. A. and Rizkalla, S. H., “Serviceability of Concrete Beams Prestressed by Carbon Fiber Reinforced Plastic Bars,” ACI Structural Journal, Vol. 94, No. 4, 1997, pp. 447-457
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국토해양부, “교량현황조서,” 국토해양부, 2008, 134 pp.
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8 |
Soudki, K. A., Lee, C., and Green, M. F., “Transfer Length of CFRP Rods in Prestressed Concrete Beams,” Prpceedings of 1st CSCE Structural Speciality Conference, Edmonton, Alberta, Canada, May 29-June 1, 1996, pp. 111-122
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9 |
동명사, 프리스트레스트 콘크리트, 동명사, 1997, 208 pp.
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10 |
Mahmoud, Z. I., Rizkalla, S. H., and Zaghloul, E.-E R., “Transfer and Development Length of Carbon Fiber Reinforced Polymer Prestressing Reinforcement,” ACI Structural Journal, Vol. 96, No. 4, 1999, 602 pp.
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Mahmoud, Z. I., Rizkalla, S. H., and Zaghloul, E., “Transfer and Development Length of CFRP Reinforcement,” Proceedings of the 1997 CSCE Annual Conference, Sherbrooke, Quebec, Canada, 1997, pp. 101-110
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12 |
Patrick, X. and Zou, W., “Long-term Properties and Transfer Length of Fiber-Reinforced Polymers,” Journal of Composites for Construction, Vol. 7, No. 1, 2003. pp. 10-19
DOI
ScienceOn
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ACI Committee 318, “Building Code Requirements for Structural Concrete and Commentary (ACI 318-05/318R-05),” ACI Farmington Hills, Michigan, USA, 2005, 430 pp
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