The static and fatigue behavior of low profile precast concrete sleepers

dc.contributor.advisorMoyo, Pilate
dc.contributor.authorGoodhead, Andrew H
dc.date.accessioned2020-03-09T09:42:40Z
dc.date.available2020-03-09T09:42:40Z
dc.date.issued2019
dc.date.updated2020-03-09T09:14:14Z
dc.description.abstractLow Profile precast concrete sleepers have the same vertical dimension as traditional wooden sleepers and thus offer a promising alternative to replace wooden sleepers on tracks where maintaining vertical alignment is necessary. The structural response of Low Profile precast concrete sleepers was studied under static and fatigue loading regimes using a tuned finite element model and four point flexure laboratory tests. The fatigue tests were conducted by following the procedure specified in the Australian railway code (AS 1084.14-2012). The usefulness of the Australian code fatigue test was brought into question as the fatigue life of Low Profile sleepers far exceeded the 3 million load cycle specified by the code. This study concluded that Low Profile concrete sleepers have excessive fatigue resistance however the limiting design criteria for Low Profile sleepers should be governed by a serviceability approach in order to limit cracking and thus ensure an adequate durability life span.
dc.identifier.apacitationGoodhead, A. H. (2019). <i>The static and fatigue behavior of low profile precast concrete sleepers</i>. (). ,Engineering and the Built Environment ,Department of Civil Engineering. Retrieved from http://hdl.handle.net/11427/31512en_ZA
dc.identifier.chicagocitationGoodhead, Andrew H. <i>"The static and fatigue behavior of low profile precast concrete sleepers."</i> ., ,Engineering and the Built Environment ,Department of Civil Engineering, 2019. http://hdl.handle.net/11427/31512en_ZA
dc.identifier.citationGoodhead, A.H. 2019. The static and fatigue behavior of low profile precast concrete sleepers. . ,Engineering and the Built Environment ,Department of Civil Engineering. http://hdl.handle.net/11427/31512en_ZA
dc.identifier.ris TY - Thesis / Dissertation AU - Goodhead, Andrew H AB - Low Profile precast concrete sleepers have the same vertical dimension as traditional wooden sleepers and thus offer a promising alternative to replace wooden sleepers on tracks where maintaining vertical alignment is necessary. The structural response of Low Profile precast concrete sleepers was studied under static and fatigue loading regimes using a tuned finite element model and four point flexure laboratory tests. The fatigue tests were conducted by following the procedure specified in the Australian railway code (AS 1084.14-2012). The usefulness of the Australian code fatigue test was brought into question as the fatigue life of Low Profile sleepers far exceeded the 3 million load cycle specified by the code. This study concluded that Low Profile concrete sleepers have excessive fatigue resistance however the limiting design criteria for Low Profile sleepers should be governed by a serviceability approach in order to limit cracking and thus ensure an adequate durability life span. DA - 2019 DB - OpenUCT DP - University of Cape Town KW - Civil Engineering LK - https://open.uct.ac.za PY - 2019 T1 - The static and fatigue behavior of low profile precast concrete sleepers TI - The static and fatigue behavior of low profile precast concrete sleepers UR - http://hdl.handle.net/11427/31512 ER - en_ZA
dc.identifier.urihttp://hdl.handle.net/11427/31512
dc.identifier.vancouvercitationGoodhead AH. The static and fatigue behavior of low profile precast concrete sleepers. []. ,Engineering and the Built Environment ,Department of Civil Engineering, 2019 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/31512en_ZA
dc.language.rfc3066eng
dc.publisher.departmentDepartment of Civil Engineering
dc.publisher.facultyFaculty of Engineering and the Built Environment
dc.subjectCivil Engineering
dc.titleThe static and fatigue behavior of low profile precast concrete sleepers
dc.typeMaster Thesis
dc.type.qualificationlevelMasters
dc.type.qualificationnameMSc
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