Static and dynamic behaviour of prestressed monoblock concrete sleepers (PMCS) subjected to freight train loading / Che Mohd Hilmi Safiuddin Che Jamaludin Mahmud

In Malaysia, freight trains without a doubt are used by various times which makes it as an important segment in the economic advancement of a serviceable transportation utilities in the country. Therefore, static and dynamic behaviour of prestressed monoblock concrete sleeper (PMCS) subjected to fre...

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Main Author:	Che Jamaludin Mahmud, Che Mohd Hilmi Safiuddin
Format:	Thesis
Language:	English
Published:	2020
Subjects:	Impact strength
Online Access:	https://ir.uitm.edu.my/id/eprint/59569/1/59569.pdf
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id	my-uitm-ir.59569
record_format	uketd_dc
spelling	my-uitm-ir.595692022-05-13T04:38:40Z Static and dynamic behaviour of prestressed monoblock concrete sleepers (PMCS) subjected to freight train loading / Che Mohd Hilmi Safiuddin Che Jamaludin Mahmud 2020-08 Che Jamaludin Mahmud, Che Mohd Hilmi Safiuddin Impact strength Dynamic loading conditions. Structural dynamics. Vibrations In Malaysia, freight trains without a doubt are used by various times which makes it as an important segment in the economic advancement of a serviceable transportation utilities in the country. Therefore, static and dynamic behaviour of prestressed monoblock concrete sleeper (PMCS) subjected to freight train loading need to be research further due to its major part as one of the important functions in railway services. In this study, experimental test, site investigation and finite element modelling were part of the studies to show the static and dynamic behaviour of PMCS involving freight train loading. In experimental process for the first objective, two tests were involved including static and fatigue load test. In static load test, positive and negative moment test were used according to Australian Standard (AS 1085.14 – 2012) to investigate the design and ultimate load of the PMCS under static loading respectively. From negative moment test, no crack appeared on KTMB and EPMI sides when load of 176.94 kN which is its design load subjected to PMCS, maintained for not less than 3 minutes. And, 2 PMCS were used in positive moment test and test until failure to obtain their ultimate load and load when the first crack appeared. Fatigue load test were divided by 3 phases which is pre-fatigue, fatigue and post-fatigue load test. The concrete strength on EPMI rail seat section are to be 86.263 Mpa or N/mm2 and 79.124 Mpa for KTMB rail seat section. Furthermore, the maximum load subjected on KTMB rail seat section is 410 kN. From the second objective, it shows that the value of deflection is higher at KM20.75 compared to KM26.25 which is 18.90 mm and 1.48 mm respectively. However, the deflection for freight train at KM26.25 is higher than at KM20.75. Therefore, the third objective of this study is to develop three-dimensional finite element model of PMCS using LUSAS to evaluate the behaviour of sleeper subject to static loading. Concrete element was modelled as stress element with hexahedral shaped element and prestressing tendon was modelled as bar element. Later, a validation of the finite element model through comparison with experimental load-deflection response is presented in this study. The deflection on LUSAS model and the experimental result at ultimate load of 400 kN is 7.717 mm and 7.074 mm respectively. Therefore, the difference in percentage is 8.69448 %. Fortunately, the information acquired is useful to future analysts as references to help any investigation concerning PMCS. Likewise, the data assembled can give vital details to keep any mishap from happening concerning the railroad. 2020-08 Thesis https://ir.uitm.edu.my/id/eprint/59569/ https://ir.uitm.edu.my/id/eprint/59569/1/59569.pdf text en public masters Universiti Teknologi MARA Faculty of Civil Engineering Abdul Ghani, Kay Dora (Associate Professor Dr.) Md Amin, Nurliyati (Ts. Hjh. Dr.)
institution	Universiti Teknologi MARA
collection	UiTM Institutional Repository
language	English
advisor	Abdul Ghani, Kay Dora (Associate Professor Dr.) Md Amin, Nurliyati (Ts. Hjh. Dr.)
topic	Impact strength Impact strength
spellingShingle	Impact strength Impact strength Che Jamaludin Mahmud, Che Mohd Hilmi Safiuddin Static and dynamic behaviour of prestressed monoblock concrete sleepers (PMCS) subjected to freight train loading / Che Mohd Hilmi Safiuddin Che Jamaludin Mahmud
description	In Malaysia, freight trains without a doubt are used by various times which makes it as an important segment in the economic advancement of a serviceable transportation utilities in the country. Therefore, static and dynamic behaviour of prestressed monoblock concrete sleeper (PMCS) subjected to freight train loading need to be research further due to its major part as one of the important functions in railway services. In this study, experimental test, site investigation and finite element modelling were part of the studies to show the static and dynamic behaviour of PMCS involving freight train loading. In experimental process for the first objective, two tests were involved including static and fatigue load test. In static load test, positive and negative moment test were used according to Australian Standard (AS 1085.14 – 2012) to investigate the design and ultimate load of the PMCS under static loading respectively. From negative moment test, no crack appeared on KTMB and EPMI sides when load of 176.94 kN which is its design load subjected to PMCS, maintained for not less than 3 minutes. And, 2 PMCS were used in positive moment test and test until failure to obtain their ultimate load and load when the first crack appeared. Fatigue load test were divided by 3 phases which is pre-fatigue, fatigue and post-fatigue load test. The concrete strength on EPMI rail seat section are to be 86.263 Mpa or N/mm2 and 79.124 Mpa for KTMB rail seat section. Furthermore, the maximum load subjected on KTMB rail seat section is 410 kN. From the second objective, it shows that the value of deflection is higher at KM20.75 compared to KM26.25 which is 18.90 mm and 1.48 mm respectively. However, the deflection for freight train at KM26.25 is higher than at KM20.75. Therefore, the third objective of this study is to develop three-dimensional finite element model of PMCS using LUSAS to evaluate the behaviour of sleeper subject to static loading. Concrete element was modelled as stress element with hexahedral shaped element and prestressing tendon was modelled as bar element. Later, a validation of the finite element model through comparison with experimental load-deflection response is presented in this study. The deflection on LUSAS model and the experimental result at ultimate load of 400 kN is 7.717 mm and 7.074 mm respectively. Therefore, the difference in percentage is 8.69448 %. Fortunately, the information acquired is useful to future analysts as references to help any investigation concerning PMCS. Likewise, the data assembled can give vital details to keep any mishap from happening concerning the railroad.
format	Thesis
qualification_level	Master's degree
author	Che Jamaludin Mahmud, Che Mohd Hilmi Safiuddin
author_facet	Che Jamaludin Mahmud, Che Mohd Hilmi Safiuddin
author_sort	Che Jamaludin Mahmud, Che Mohd Hilmi Safiuddin
title	Static and dynamic behaviour of prestressed monoblock concrete sleepers (PMCS) subjected to freight train loading / Che Mohd Hilmi Safiuddin Che Jamaludin Mahmud
title_short	Static and dynamic behaviour of prestressed monoblock concrete sleepers (PMCS) subjected to freight train loading / Che Mohd Hilmi Safiuddin Che Jamaludin Mahmud
title_full	Static and dynamic behaviour of prestressed monoblock concrete sleepers (PMCS) subjected to freight train loading / Che Mohd Hilmi Safiuddin Che Jamaludin Mahmud
title_fullStr	Static and dynamic behaviour of prestressed monoblock concrete sleepers (PMCS) subjected to freight train loading / Che Mohd Hilmi Safiuddin Che Jamaludin Mahmud
title_full_unstemmed	Static and dynamic behaviour of prestressed monoblock concrete sleepers (PMCS) subjected to freight train loading / Che Mohd Hilmi Safiuddin Che Jamaludin Mahmud
title_sort	static and dynamic behaviour of prestressed monoblock concrete sleepers (pmcs) subjected to freight train loading / che mohd hilmi safiuddin che jamaludin mahmud
granting_institution	Universiti Teknologi MARA
granting_department	Faculty of Civil Engineering
publishDate	2020
url	https://ir.uitm.edu.my/id/eprint/59569/1/59569.pdf
_version_	1783735039040684032

Static and dynamic behaviour of prestressed monoblock concrete sleepers (PMCS) subjected to freight train loading / Che Mohd Hilmi Safiuddin Che Jamaludin Mahmud

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