1. Gross, S. and Ned H., “Transfer and Development Length of 15.2 mm (0.6 in.) Diameter Prestressing Strand in High Performance Concrete: Results of the Hobitzell-Buckner Beam Tests,” Research Report FHWA/TX-97/580-2, Center for Transportation Research, The University of Texas at Austin, 1995.
2. Theoretical Analysis of Transfer Lengths in Pretensioned Prestressed Concrete Members;Oh;ASCE Journal of Engineering Mechanics,2006
3. Kelly, P.J., “Bearing Zone Cracking of Precast Prestressed Concrete Bridge Girder,” Ph.D. Thesis, The University of Georgia Institute of Technology, 2006.
4. Russell, B.W., and Burns, N.H., “Design Guidelines for Transfer, Development and Debonding of large Diameter Seven wire strands in pre-tensioned concrete girders.” Research Report 1210-5F. Center of Transportation Research, Bureau of Engineering Research, University of Texas at Austin, January 1993.
5. Kose, M.M.,”Statistical Evaluation of Transfer and Development Length of Low-relaxation Prestressing Strands in Standard I-shaped Pretensioned Concrete Beams,” PhD. Thesis, Texas Tech University, 1999.