Static analysis of prestressed concrete sleeper / Wan Khairul Anuar Ali
Monoblock prestressed concrete sleeper under the application of static point load was studied. Finite Element Method (ANSYS 5.0 package) was used to analyse the behaviour of P.C.S under such load until it reached failure. To analyse the Prestressed Concrete Sleeper, it was assumed to be constructed...
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1995
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my-uitm-ir.438342022-12-29T07:06:00Z Static analysis of prestressed concrete sleeper / Wan Khairul Anuar Ali 1995 Anuar Ali, Wan Khairul Impact strength Strength and testing Monoblock prestressed concrete sleeper under the application of static point load was studied. Finite Element Method (ANSYS 5.0 package) was used to analyse the behaviour of P.C.S under such load until it reached failure. To analyse the Prestressed Concrete Sleeper, it was assumed to be constructed of two separate material namely concrete and prestressing steel which were modelled using SOLID 65 element and LINK10 element respectively. Both materials are having materially non-linear characteristics. The prestressing steel was assumed perfectly bonded to the concrete and having bilinear kinematic properties while concrete was assumed isotropic and homogeneous (material independent of location and direction). The static load was applied step by step from 20 kN up to failure load with 20 kN intervals. The behaviour of Prestressed Concrete Sleeper under consideration were stress - strain relationship, load - deflection relationship and stress contour. It was found that the stress -strain relation was linear up to a load of 280 kN and the structure was stiffer with smaller deflection value. 1995 Thesis https://ir.uitm.edu.my/id/eprint/43834/ https://ir.uitm.edu.my/id/eprint/43834/1/43834.pdf text en public diploma Universiti Teknologi MARA Faculty of Civil Engineering |
| institution |
Universiti Teknologi MARA |
| collection |
UiTM Institutional Repository |
| language |
English |
| topic |
Impact strength Strength and testing |
| spellingShingle |
Impact strength Strength and testing Anuar Ali, Wan Khairul Static analysis of prestressed concrete sleeper / Wan Khairul Anuar Ali |
| description |
Monoblock prestressed concrete sleeper under the application of static point load was studied. Finite Element Method (ANSYS 5.0 package) was used to analyse the behaviour of P.C.S under such load until it reached failure. To analyse the Prestressed Concrete Sleeper, it was assumed to be constructed of two separate material namely concrete and prestressing steel which were modelled using SOLID 65 element and LINK10 element respectively. Both materials are having materially non-linear characteristics. The prestressing steel was assumed perfectly bonded to the concrete and having bilinear kinematic properties while concrete was assumed isotropic and homogeneous (material independent of location and direction). The static load was applied step by step from 20 kN up to failure load with 20 kN intervals. The behaviour of Prestressed Concrete Sleeper under consideration were stress - strain relationship, load - deflection relationship and stress contour. It was found that the stress -strain relation was linear up to a load of 280 kN and the structure was stiffer with smaller deflection value. |
| format |
Thesis |
| qualification_level |
diploma |
| author |
Anuar Ali, Wan Khairul |
| author_facet |
Anuar Ali, Wan Khairul |
| author_sort |
Anuar Ali, Wan Khairul |
| title |
Static analysis of prestressed concrete sleeper / Wan Khairul Anuar Ali |
| title_short |
Static analysis of prestressed concrete sleeper / Wan Khairul Anuar Ali |
| title_full |
Static analysis of prestressed concrete sleeper / Wan Khairul Anuar Ali |
| title_fullStr |
Static analysis of prestressed concrete sleeper / Wan Khairul Anuar Ali |
| title_full_unstemmed |
Static analysis of prestressed concrete sleeper / Wan Khairul Anuar Ali |
| title_sort |
static analysis of prestressed concrete sleeper / wan khairul anuar ali |
| granting_institution |
Universiti Teknologi MARA |
| granting_department |
Faculty of Civil Engineering |
| publishDate |
1995 |
| url |
https://ir.uitm.edu.my/id/eprint/43834/1/43834.pdf |
| _version_ |
1783734707370852352 |