Study on structural behaviour of prestressed concrete sleeper / Ariffin Ngah

The development of concrete sleeper becomes very important due to increase in train speed and development of the long welded rails. Due to this, it is necessary to increase the weight and the strength of the concrete sleepers to resist track buckling and reduce vibration in ballast. Modem high speed...

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Bibliographic Details
Main Author: Ngah, Ariffin
Format: Student Project
Language:English
Published: Faculty of Civil Engineering 1995
Online Access:https://ir.uitm.edu.my/id/eprint/18137/
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author Ngah, Ariffin
author_facet Ngah, Ariffin
author_sort Ngah, Ariffin
building UiTM Institutional Repository
collection Online Access
description The development of concrete sleeper becomes very important due to increase in train speed and development of the long welded rails. Due to this, it is necessary to increase the weight and the strength of the concrete sleepers to resist track buckling and reduce vibration in ballast. Modem high speed trains impart considerable amount of impact energy to the track and this also generates high frequency vibrations in the rails. Sleeper should be able to absorb the impact energy and damp vibrations to a considerable extent and transmit the balance safely to the ballast. At higher speed, the stress component of the Prestressed Concrete Sleeper developed on quasi-static response to dynamic force. This can lead to fairly high tensile stresses in sleepers and problem of concrete sleepers cracking. The investigation under the positive bending moment test will analyse the dynamic load of the Prestressed Concrete Sleeper. The report of this experimental project is to make an analysis of the experiment on the structural behaviour of the Prestressed Concrete Sleeper under 3,000,000 and 5,000,000 cycles of dynamic load.
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spelling uitm-181372019-02-04T08:35:10Z https://ir.uitm.edu.my/id/eprint/18137/ Study on structural behaviour of prestressed concrete sleeper / Ariffin Ngah Ngah, Ariffin The development of concrete sleeper becomes very important due to increase in train speed and development of the long welded rails. Due to this, it is necessary to increase the weight and the strength of the concrete sleepers to resist track buckling and reduce vibration in ballast. Modem high speed trains impart considerable amount of impact energy to the track and this also generates high frequency vibrations in the rails. Sleeper should be able to absorb the impact energy and damp vibrations to a considerable extent and transmit the balance safely to the ballast. At higher speed, the stress component of the Prestressed Concrete Sleeper developed on quasi-static response to dynamic force. This can lead to fairly high tensile stresses in sleepers and problem of concrete sleepers cracking. The investigation under the positive bending moment test will analyse the dynamic load of the Prestressed Concrete Sleeper. The report of this experimental project is to make an analysis of the experiment on the structural behaviour of the Prestressed Concrete Sleeper under 3,000,000 and 5,000,000 cycles of dynamic load. Faculty of Civil Engineering 1995 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/18137/2/PPd_ARIFFIN%20NGAH%20EC%2095_5.pdf Ngah, Ariffin (1995) Study on structural behaviour of prestressed concrete sleeper / Ariffin Ngah. (1995) [Student Project] <http://terminalib.uitm.edu.my/18137.pdf> (Unpublished)
spellingShingle Ngah, Ariffin
Study on structural behaviour of prestressed concrete sleeper / Ariffin Ngah
title Study on structural behaviour of prestressed concrete sleeper / Ariffin Ngah
title_full Study on structural behaviour of prestressed concrete sleeper / Ariffin Ngah
title_fullStr Study on structural behaviour of prestressed concrete sleeper / Ariffin Ngah
title_full_unstemmed Study on structural behaviour of prestressed concrete sleeper / Ariffin Ngah
title_short Study on structural behaviour of prestressed concrete sleeper / Ariffin Ngah
title_sort study on structural behaviour of prestressed concrete sleeper / ariffin ngah
url https://ir.uitm.edu.my/id/eprint/18137/