Fatigue assessment techniques for stud shear connectors in composite bridge beams

http://trove.nla.gov.au/work/3278287

Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino.

Bibliography: leaves 140-144.xix, 156 leaves : ill. ; 30 cm.Determines the effect of partial-interaction and interfacial friction on the fatigue behaviour of composite bridge beams and develops a set of design rules for the assessment of the residual strength and performance of composite bridge beams.Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 199

Design of FRP and steel plated RC structures - retrofitting beams and slabs for strength, stiffness and ductility

Deric John Oehlers and Rudolf Seracin

Discussion: 'Fatigue of welded stud shear connectors in steel-concrete-steel sandwich beams'

Discussion of ‘Fatigue of Welded Stud Shear Connectors in Steel-Concrete-Steel Sandwich Beams’ by T.M. Roberts and O. Dogan, J. Construct. Steel Res. 45(3) (1998) 301–320.Discussion by Rudolf Seracino and Deric J. Oehler