References
- 오병환, 김의성(2000) 프리텐션 프리스트레스트 콘크리트 부재의 전달길이 평가 및 영향 인자 연구. 대한토목학회 논문집, 대한토목학회, 제20권, 제6-A호, pp. 945-956
- 오병환, 임시내, 최영철(2004) 프리텐션 PSC부재의 전달길이 해석 및 예측에 관한 연구. 한국콘크리트학회 논문집, 한국콘크리트학회, 제16권, 제3호, pp. 293-302
- 한국표준협회(2002) PC 강선 및 PC 강연선(KS D 7002 : 2002). 한국표준협회
- ACI Committee 318. (2008) Building code requirements for structural concrete (ACI 318-08) and commentary. American Concrete Institute, Farmington Hills, MI
- Barnes, R.W., Grove, J.W., and Burns, N.H. (2003) Experimental assessment of factors affecting transfer length. ACI Structural Journal, American Concrete Institute, Vol. 100, No. 6, pp. 740-748
- Belhadj, A. and Bahai, H. (2001) Friction-slip: an efficient energy dissipating mechanism for suddenly released prestressing bars. Engineering Structures, Elsevier Science Ltd, Vol. 23, pp. 934-944 https://doi.org/10.1016/S0141-0296(00)00114-0
- Chen, H.L. and Wissawapaisal, K. (2001) Measurement of tensile forces in a seven-wire prestressing strand using stress waves. Journal of Engineering Mechanics, American Society of Civil Engineers, Vol. 127, No. 6, pp. 599-606 https://doi.org/10.1061/(ASCE)0733-9445(2001)127:6(599)
- Cousins, T.E., Johnston, D.W., and Zia, P. (1990) Transfer and development length of epoxy coated and uncoated prestressing Strand. PCI Journal, The Institute, Vol. 35, No. 4, pp. 92-103 https://doi.org/10.15554/pcij.07011990.92.103
- Machida, S. and Durelli, A.J. (1973) Response of a strand to axial and torsional displacements. Journal Mechanical Engineering Science, Institution of Mechanical Engineers, Vol. 15, No. 4, pp. 241-251 https://doi.org/10.1243/JMES_JOUR_1973_015_045_02
- Mitchell, D., Cook, W.D., Khan, A.A., and Tham, T. (1993) Influence of high strength concrete on transfer and development length of pretensioning strand. PCI Journal, The Institute, Vol. 38, No. 3, pp. 52-66
- Nanni, A., Tanigaki, M., and Hasuo, K. (1992) Bond anchorage of pretensioned FRP tendon at force release. Journal of Structural Engineering, American Society of Civil Engineers, Vol. 118, No. 10, pp. 2837-2854 https://doi.org/10.1061/(ASCE)0733-9445(1992)118:10(2837)
- Oh, B.H. and Kim, E.S. (2000) Realistic evaluation of transfer lengths in pretensioned, prestressed concrete members. ACI Structural Journal, American Concrete Institute, Vol. 97, No. 6, pp. 821-830
- Russell, B.W. and Burns, N.H. (1996) Measurement transfer lengths of 0.5 and 0.6 in. strands in pretensioned concrete. PCI Journal, The Institute, Vol. 41, No. 5, pp. 44-65
- Russell, B.W. and Burns, N.H. (1997) Measurement of transfer lengths on pretensioned concrete elements. Journal of Structural Engineering, American Society of Civil Engineers, Vol. 123, No. 5, pp. 541-549 https://doi.org/10.1061/(ASCE)0733-9445(1997)123:5(541)
- Steinberg, E., Beier, J.T., and Sargand, S. (2001) Effects of sudden prestress force transfer in pretensioned concrete beams. PCI journal, The Institute, Vol. 46, No. 1, pp. 64-75 https://doi.org/10.15554/pcij.01012001.64.75
- Zi, G., Rabczuk, T., and Wall, W. (2007) Extended meshfree methods without branch enrichment for cohesive cracks. Computational Mechanics, Springer, Vol. 40, No. 2, pp. 367-382 https://doi.org/10.1007/s00466-006-0115-0
- Zia, P. and Mostafa, T. (1977) Development length of prestressing strands. PCI Journal, The Institute, Vol. 22, No. 5, pp. 54-65 https://doi.org/10.15554/pcij.09011977.54.65