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2. American Concrete Institute (ACI) Committee 318: Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary. ACI, Farmington Hills, MI (2008)
3. Barnes, R.W., Grove, J.W., Burns, N.H.: Experimental assessment of factors affecting transfer length. ACI Struct. J. 100(6), 740–748 (2003)
4. Carroll, C., Cousins, T.E., Roberts-Wollman, C.L.: Top strand effect. In: PCI National Bridge Conference, Precast/Prestressed Concrete Institute, Chicago, IL (2008)
5. Maguire, M.: Impact of 0.7 inch diameter prestressing strands in bridge girders. M.S. thesis, University of Nebraska-Lincoln, Lincoln, NE (2009)