Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/19519
Type: Thesis
Title: Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino.
Author: Seracino, R. (Rudolf)
Issue Date: 1999
School/Discipline: Dept. of Civil and Environmental Engineering
Abstract: 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.
Dissertation Note: Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 1999
Subject: Concrete construction Fatigue Mathematical models.
Bridges, Concrete Design and construction.
Composite construction Testing.
Concrete beams Testing.
Description: Bibliography: leaves 140-144.
xix, 156 leaves : ill. ; 30 cm.
Provenance: 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/legals
Appears in Collections:Research Theses

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