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|Title:||Non-linear overload behaviour and ductility of reinforced concrete flexural members containing 500MPa grade steel reinforcement / by Rebecca Jane Gravina|
|Author:||Gravina, Rebecca Jane|
|School/Discipline:||Dept. of Civil and Environmental Engineering|
|Abstract:||Investigates the overload behaviour and modes of collapse of reinforced concrete flexural members containing 500MPa grade reinforcing steel and evaluates the adequacy of current ductility requirements for design according to AS 3600 to ensure strength and safety.|
|Dissertation Note:||Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 2002|
|Subject:||Australian Standard 3600-1988|
Reinforced concrete construction Ductility.
Reinforcing bars Fatigue.
Reinforced concrete construction Testing
Concrete construction Standards Australia.
Buildings, Reinforced concrete Australia Design and construction
|Description:||Includes corrigenda (inserted after title page) and list of publications published as a result of this research.|
Includes bibliographical references (leaves 192-199)
xxvii, 223 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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|01front.pdf||230.77 kB||Adobe PDF||View/Open|
|02whole.pdf||10.75 MB||Adobe PDF||View/Open|
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