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FRP for large span highway bridge in Canada
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0001928086
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Influence of high strength concrete on transfer and development length of pretensioning strand
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Mitchell, D.1
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Transfer length of carbon fiber rods in precast pretensioned concrete beams
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Design of Concrete Structures for Building
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Strand transfer length in full scale AASHTO prestressed concrete girders
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A review of strand development length for pretensioned concrete members
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Buckner, C.D.1
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Measured transfer lengths of 0.5 and 0.6 in. Strands in pretensioned concrete
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Transfer and development length of epoxy coated and uncoated prestressing strands
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Cousins, T. E., Johnson, D. W., and Zia, P., "Transfer and Development Length of Epoxy Coated and Uncoated Prestressing Strands," PCI JOURNAL, V. 35, No. 4, July-August 1990, pp. 92-103.
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Transfer and flexural bond performance of aramid and carbon FRP tendons
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Ehsani, M. R., Saadatmanesh, H., and Nelson, C. T., "Transfer and Flexural Bond Performance of Aramid and Carbon FRP Tendons," PCI JOURNAL, V. 42, No. 1, January-February 1997, pp. 76-86.
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0026869390
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Transmission of prestressing force to concrete by bonded fiber reinforced plastic tendons
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Nanni, A., Utsunomia, T., Yonekura, H., and Tanigaki, M., "Transmission of Prestressing Force to Concrete by Bonded Fiber Reinforced Plastic Tendons," A CI Structural Journal, V. 89, No. 3, May-June 1992, pp. 335-344.
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0004312735
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Free transfer of AFRP bars in concrete prisms
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Ghent, Belgium
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Taerwe, L.1
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0343821714
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Comparative study of transfer length in fiber glass and steel pretensioned concrete members
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Issa, M., Sen, R., and Amer, A., "Comparative Study of Transfer Length in Fiber Glass and Steel Pretensioned Concrete Members," PCI JOURNAL, V. 38, No. 6, November-December 1993, pp. 52-63.
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Ph.D. Thesis, Department of Civil Engineering, University of Manitoba, Winnipeg, Manitoba, Canada, 331 pp.
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Abdelrahman, A., "Serviceability of Concrete Beams Prestressed by Fiber Reinforced Plastic Tendons," Ph.D. Thesis, Department of Civil Engineering, University of Manitoba, Winnipeg, Manitoba, Canada, 1995, 331 pp.
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M.S. Thesis, Department of Civil Engineering, University of Manitoba, Winnipeg, Manitoba, Canada, 160 pp.
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Domenico, "Bond Properties of CFCC Prestressing Strands in Pretensioned Concrete Beams," M.S. Thesis, Department of Civil Engineering, University of Manitoba, Winnipeg, Manitoba, Canada, 1995, 160 pp.
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Tokyo Rope Manufacturing Co. Ltd., "Technical Data on CFCC, JAPAN," October 1993, 100 pp.
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Transfer and development lengths of carbon fiber reinforced polymers prestressing reinforcements
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Mahmoud, Z. L, Rizkalla, S. H., and Zaghloul, E. R., "Transfer and Development Lengths of Carbon Fiber Reinforced Polymers Prestressing Reinforcements," ACI Structural Journal, V. 96, No. 4, July-August 1999, pp. 594-602.
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0012515981
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Transfer length of CFRP rods in prestressed concrete beams
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Edmonton, Alberta, Canada, May 29 to June 1
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Soudki, K. A., Lee, C., and Green, M. F., "Transfer Length of CFRP Rods in Prestressed Concrete Beams," Proceedings of First CSCE Structural Speciality Conference, Edmonton, Alberta, Canada, May 29 to June 1, 1996.
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Innovative system, continuous CFRP prestressed concrete bridges
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0031147523
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Measurement of transfer lengths on pretensioned concrete elements
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