Zhang, T.Visintin, P.Oehlers, D.Griffith, M.2015-05-262015-05-262014Journal of Structural Engineering, 2014; 140(10):04014069-1-04014069-100733-94451943-541Xhttp://hdl.handle.net/2440/91400Abstract not availableen© 2014 American Society of Civil Engineers.Shear capacity; Prestressed concrete; Shear friction; Partial interaction; Concrete and masonry structuresPresliding shear failure in prestressed RC beams. I: partial-interaction mechanismJournal article003001508110.1061/(ASCE)ST.1943-541X.00009880003428355000062-s2.0-84929070587153846Visintin, P. [0000-0002-4544-2043]Griffith, M. [0000-0001-9010-3764]