2026-09-22T15:49:31Zhttps://digital.library.adelaide.edu.au/server/oai/request

oai:digital.library.adelaide.edu.au:2440/195192016-05-05T01:17:37Zcom_2440_14759col_2440_14760

Seracino, R. (Rudolf) Dept. of Civil and Environmental Engineering 1999 http://hdl.handle.net/2440/19519 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, 1999 276824 bytes application/pdf en 624/.257 1 Concrete construction Fatigue Mathematical models. Bridges, Concrete Design and construction. Composite construction Testing. Concrete beams Testing. Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino. Thesis This electronic version is made publicly available by the University of Adelaide in accordance with its open access policy for student theses. Copyright in this thesis remains with the author. This thesis may incorporate third party material which has been used by the author pursuant to Fair Dealing exception. If you are the author of this thesis and do not wish it to be made publicly available or If you are the owner of any included third party copyright material you wish to be removed from this electronic version, please complete the take down form located at: http://www.adelaide.edu.au/legalsopen.access