A Field Investigation on the Effects of Using USPs in Transition Zone From Ballasted Track to Bridges
Abstract Transition zone is one of the vulnerable sections in railway tracks. This study was conducted to assess the effects of using under sleeper pads (USPs) in the transition zone from ordinary ballasted track to railway bridges. For this purpose, a railway bridge with two spans (with the length...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Mottahed, Jaber [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2019 |
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| Schlagwörter: |
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| Anmerkung: |
© Iran University of Science and Technology 2019 |
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| Übergeordnetes Werk: |
Enthalten in: International journal of civil engineering - [Cham] : Springer International Publishing, 2003, 17(2019), 9 vom: 24. Mai, Seite 1421-1431 |
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| Übergeordnetes Werk: |
volume:17 ; year:2019 ; number:9 ; day:24 ; month:05 ; pages:1421-1431 |
| Links: |
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| DOI / URN: |
10.1007/s40999-019-00440-3 |
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| Katalog-ID: |
SPR038057050 |
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| 100 | 1 | |a Mottahed, Jaber |e verfasserin |4 aut | |
| 245 | 1 | 2 | |a A Field Investigation on the Effects of Using USPs in Transition Zone From Ballasted Track to Bridges |
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| 520 | |a Abstract Transition zone is one of the vulnerable sections in railway tracks. This study was conducted to assess the effects of using under sleeper pads (USPs) in the transition zone from ordinary ballasted track to railway bridges. For this purpose, a railway bridge with two spans (with the length of 7 m) and an overall length of 15.5 m was selected, followed by designing and conducting field tests in three states: (1) without USP, (2) with USP only on bridge section, and (3) with USP on bridge section and transition zone. The vibrational behavior of the bridge and track components was monitored during train passage by the installation of accelerometers on the bridge, rail, sleeper, and installation of linear variable displacement transducer beneath the bridge deck. The results showed that the maximum effects of using USPs in the transition zone were in the first span so that the average value of accelerations in all speeds decreased in the first span. The acceleration of the rails in the third experiment was 4% lower than the second one and 35% lower than the first one. This reduction for sleepers was 9% and 24%, respectively, and for the bridge deck, it was 48% and 66%, respectively. | ||
| 650 | 4 | |a Transition zone |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Under sleeper pad |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Railway bridge |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Bridge vertical vibration |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Field test |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Zakeri, Jabbar Ali |0 (orcid)0000-0002-4946-7192 |4 aut | |
| 700 | 1 | |a Mohammadzadeh, Saeed |4 aut | |
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10.1007/s40999-019-00440-3 doi (DE-627)SPR038057050 (SPR)s40999-019-00440-3-e DE-627 ger DE-627 rakwb eng Mottahed, Jaber verfasserin aut A Field Investigation on the Effects of Using USPs in Transition Zone From Ballasted Track to Bridges 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Iran University of Science and Technology 2019 Abstract Transition zone is one of the vulnerable sections in railway tracks. This study was conducted to assess the effects of using under sleeper pads (USPs) in the transition zone from ordinary ballasted track to railway bridges. For this purpose, a railway bridge with two spans (with the length of 7 m) and an overall length of 15.5 m was selected, followed by designing and conducting field tests in three states: (1) without USP, (2) with USP only on bridge section, and (3) with USP on bridge section and transition zone. The vibrational behavior of the bridge and track components was monitored during train passage by the installation of accelerometers on the bridge, rail, sleeper, and installation of linear variable displacement transducer beneath the bridge deck. The results showed that the maximum effects of using USPs in the transition zone were in the first span so that the average value of accelerations in all speeds decreased in the first span. The acceleration of the rails in the third experiment was 4% lower than the second one and 35% lower than the first one. This reduction for sleepers was 9% and 24%, respectively, and for the bridge deck, it was 48% and 66%, respectively. Transition zone (dpeaa)DE-He213 Under sleeper pad (dpeaa)DE-He213 Railway bridge (dpeaa)DE-He213 Bridge vertical vibration (dpeaa)DE-He213 Field test (dpeaa)DE-He213 Zakeri, Jabbar Ali (orcid)0000-0002-4946-7192 aut Mohammadzadeh, Saeed aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 17(2019), 9 vom: 24. Mai, Seite 1421-1431 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:17 year:2019 number:9 day:24 month:05 pages:1421-1431 https://dx.doi.org/10.1007/s40999-019-00440-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 17 2019 9 24 05 1421-1431 |
| spelling |
10.1007/s40999-019-00440-3 doi (DE-627)SPR038057050 (SPR)s40999-019-00440-3-e DE-627 ger DE-627 rakwb eng Mottahed, Jaber verfasserin aut A Field Investigation on the Effects of Using USPs in Transition Zone From Ballasted Track to Bridges 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Iran University of Science and Technology 2019 Abstract Transition zone is one of the vulnerable sections in railway tracks. This study was conducted to assess the effects of using under sleeper pads (USPs) in the transition zone from ordinary ballasted track to railway bridges. For this purpose, a railway bridge with two spans (with the length of 7 m) and an overall length of 15.5 m was selected, followed by designing and conducting field tests in three states: (1) without USP, (2) with USP only on bridge section, and (3) with USP on bridge section and transition zone. The vibrational behavior of the bridge and track components was monitored during train passage by the installation of accelerometers on the bridge, rail, sleeper, and installation of linear variable displacement transducer beneath the bridge deck. The results showed that the maximum effects of using USPs in the transition zone were in the first span so that the average value of accelerations in all speeds decreased in the first span. The acceleration of the rails in the third experiment was 4% lower than the second one and 35% lower than the first one. This reduction for sleepers was 9% and 24%, respectively, and for the bridge deck, it was 48% and 66%, respectively. Transition zone (dpeaa)DE-He213 Under sleeper pad (dpeaa)DE-He213 Railway bridge (dpeaa)DE-He213 Bridge vertical vibration (dpeaa)DE-He213 Field test (dpeaa)DE-He213 Zakeri, Jabbar Ali (orcid)0000-0002-4946-7192 aut Mohammadzadeh, Saeed aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 17(2019), 9 vom: 24. Mai, Seite 1421-1431 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:17 year:2019 number:9 day:24 month:05 pages:1421-1431 https://dx.doi.org/10.1007/s40999-019-00440-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 17 2019 9 24 05 1421-1431 |
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10.1007/s40999-019-00440-3 doi (DE-627)SPR038057050 (SPR)s40999-019-00440-3-e DE-627 ger DE-627 rakwb eng Mottahed, Jaber verfasserin aut A Field Investigation on the Effects of Using USPs in Transition Zone From Ballasted Track to Bridges 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Iran University of Science and Technology 2019 Abstract Transition zone is one of the vulnerable sections in railway tracks. This study was conducted to assess the effects of using under sleeper pads (USPs) in the transition zone from ordinary ballasted track to railway bridges. For this purpose, a railway bridge with two spans (with the length of 7 m) and an overall length of 15.5 m was selected, followed by designing and conducting field tests in three states: (1) without USP, (2) with USP only on bridge section, and (3) with USP on bridge section and transition zone. The vibrational behavior of the bridge and track components was monitored during train passage by the installation of accelerometers on the bridge, rail, sleeper, and installation of linear variable displacement transducer beneath the bridge deck. The results showed that the maximum effects of using USPs in the transition zone were in the first span so that the average value of accelerations in all speeds decreased in the first span. The acceleration of the rails in the third experiment was 4% lower than the second one and 35% lower than the first one. This reduction for sleepers was 9% and 24%, respectively, and for the bridge deck, it was 48% and 66%, respectively. Transition zone (dpeaa)DE-He213 Under sleeper pad (dpeaa)DE-He213 Railway bridge (dpeaa)DE-He213 Bridge vertical vibration (dpeaa)DE-He213 Field test (dpeaa)DE-He213 Zakeri, Jabbar Ali (orcid)0000-0002-4946-7192 aut Mohammadzadeh, Saeed aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 17(2019), 9 vom: 24. Mai, Seite 1421-1431 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:17 year:2019 number:9 day:24 month:05 pages:1421-1431 https://dx.doi.org/10.1007/s40999-019-00440-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 17 2019 9 24 05 1421-1431 |
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10.1007/s40999-019-00440-3 doi (DE-627)SPR038057050 (SPR)s40999-019-00440-3-e DE-627 ger DE-627 rakwb eng Mottahed, Jaber verfasserin aut A Field Investigation on the Effects of Using USPs in Transition Zone From Ballasted Track to Bridges 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Iran University of Science and Technology 2019 Abstract Transition zone is one of the vulnerable sections in railway tracks. This study was conducted to assess the effects of using under sleeper pads (USPs) in the transition zone from ordinary ballasted track to railway bridges. For this purpose, a railway bridge with two spans (with the length of 7 m) and an overall length of 15.5 m was selected, followed by designing and conducting field tests in three states: (1) without USP, (2) with USP only on bridge section, and (3) with USP on bridge section and transition zone. The vibrational behavior of the bridge and track components was monitored during train passage by the installation of accelerometers on the bridge, rail, sleeper, and installation of linear variable displacement transducer beneath the bridge deck. The results showed that the maximum effects of using USPs in the transition zone were in the first span so that the average value of accelerations in all speeds decreased in the first span. The acceleration of the rails in the third experiment was 4% lower than the second one and 35% lower than the first one. This reduction for sleepers was 9% and 24%, respectively, and for the bridge deck, it was 48% and 66%, respectively. Transition zone (dpeaa)DE-He213 Under sleeper pad (dpeaa)DE-He213 Railway bridge (dpeaa)DE-He213 Bridge vertical vibration (dpeaa)DE-He213 Field test (dpeaa)DE-He213 Zakeri, Jabbar Ali (orcid)0000-0002-4946-7192 aut Mohammadzadeh, Saeed aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 17(2019), 9 vom: 24. Mai, Seite 1421-1431 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:17 year:2019 number:9 day:24 month:05 pages:1421-1431 https://dx.doi.org/10.1007/s40999-019-00440-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 17 2019 9 24 05 1421-1431 |
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10.1007/s40999-019-00440-3 doi (DE-627)SPR038057050 (SPR)s40999-019-00440-3-e DE-627 ger DE-627 rakwb eng Mottahed, Jaber verfasserin aut A Field Investigation on the Effects of Using USPs in Transition Zone From Ballasted Track to Bridges 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Iran University of Science and Technology 2019 Abstract Transition zone is one of the vulnerable sections in railway tracks. This study was conducted to assess the effects of using under sleeper pads (USPs) in the transition zone from ordinary ballasted track to railway bridges. For this purpose, a railway bridge with two spans (with the length of 7 m) and an overall length of 15.5 m was selected, followed by designing and conducting field tests in three states: (1) without USP, (2) with USP only on bridge section, and (3) with USP on bridge section and transition zone. The vibrational behavior of the bridge and track components was monitored during train passage by the installation of accelerometers on the bridge, rail, sleeper, and installation of linear variable displacement transducer beneath the bridge deck. The results showed that the maximum effects of using USPs in the transition zone were in the first span so that the average value of accelerations in all speeds decreased in the first span. The acceleration of the rails in the third experiment was 4% lower than the second one and 35% lower than the first one. This reduction for sleepers was 9% and 24%, respectively, and for the bridge deck, it was 48% and 66%, respectively. Transition zone (dpeaa)DE-He213 Under sleeper pad (dpeaa)DE-He213 Railway bridge (dpeaa)DE-He213 Bridge vertical vibration (dpeaa)DE-He213 Field test (dpeaa)DE-He213 Zakeri, Jabbar Ali (orcid)0000-0002-4946-7192 aut Mohammadzadeh, Saeed aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 17(2019), 9 vom: 24. Mai, Seite 1421-1431 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:17 year:2019 number:9 day:24 month:05 pages:1421-1431 https://dx.doi.org/10.1007/s40999-019-00440-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 17 2019 9 24 05 1421-1431 |
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Mottahed, Jaber @@aut@@ Zakeri, Jabbar Ali @@aut@@ Mohammadzadeh, Saeed @@aut@@ |
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Mottahed, Jaber |
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Mottahed, Jaber misc Transition zone misc Under sleeper pad misc Railway bridge misc Bridge vertical vibration misc Field test A Field Investigation on the Effects of Using USPs in Transition Zone From Ballasted Track to Bridges |
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A Field Investigation on the Effects of Using USPs in Transition Zone From Ballasted Track to Bridges Transition zone (dpeaa)DE-He213 Under sleeper pad (dpeaa)DE-He213 Railway bridge (dpeaa)DE-He213 Bridge vertical vibration (dpeaa)DE-He213 Field test (dpeaa)DE-He213 |
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A Field Investigation on the Effects of Using USPs in Transition Zone From Ballasted Track to Bridges |
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field investigation on the effects of using usps in transition zone from ballasted track to bridges |
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A Field Investigation on the Effects of Using USPs in Transition Zone From Ballasted Track to Bridges |
| abstract |
Abstract Transition zone is one of the vulnerable sections in railway tracks. This study was conducted to assess the effects of using under sleeper pads (USPs) in the transition zone from ordinary ballasted track to railway bridges. For this purpose, a railway bridge with two spans (with the length of 7 m) and an overall length of 15.5 m was selected, followed by designing and conducting field tests in three states: (1) without USP, (2) with USP only on bridge section, and (3) with USP on bridge section and transition zone. The vibrational behavior of the bridge and track components was monitored during train passage by the installation of accelerometers on the bridge, rail, sleeper, and installation of linear variable displacement transducer beneath the bridge deck. The results showed that the maximum effects of using USPs in the transition zone were in the first span so that the average value of accelerations in all speeds decreased in the first span. The acceleration of the rails in the third experiment was 4% lower than the second one and 35% lower than the first one. This reduction for sleepers was 9% and 24%, respectively, and for the bridge deck, it was 48% and 66%, respectively. © Iran University of Science and Technology 2019 |
| abstractGer |
Abstract Transition zone is one of the vulnerable sections in railway tracks. This study was conducted to assess the effects of using under sleeper pads (USPs) in the transition zone from ordinary ballasted track to railway bridges. For this purpose, a railway bridge with two spans (with the length of 7 m) and an overall length of 15.5 m was selected, followed by designing and conducting field tests in three states: (1) without USP, (2) with USP only on bridge section, and (3) with USP on bridge section and transition zone. The vibrational behavior of the bridge and track components was monitored during train passage by the installation of accelerometers on the bridge, rail, sleeper, and installation of linear variable displacement transducer beneath the bridge deck. The results showed that the maximum effects of using USPs in the transition zone were in the first span so that the average value of accelerations in all speeds decreased in the first span. The acceleration of the rails in the third experiment was 4% lower than the second one and 35% lower than the first one. This reduction for sleepers was 9% and 24%, respectively, and for the bridge deck, it was 48% and 66%, respectively. © Iran University of Science and Technology 2019 |
| abstract_unstemmed |
Abstract Transition zone is one of the vulnerable sections in railway tracks. This study was conducted to assess the effects of using under sleeper pads (USPs) in the transition zone from ordinary ballasted track to railway bridges. For this purpose, a railway bridge with two spans (with the length of 7 m) and an overall length of 15.5 m was selected, followed by designing and conducting field tests in three states: (1) without USP, (2) with USP only on bridge section, and (3) with USP on bridge section and transition zone. The vibrational behavior of the bridge and track components was monitored during train passage by the installation of accelerometers on the bridge, rail, sleeper, and installation of linear variable displacement transducer beneath the bridge deck. The results showed that the maximum effects of using USPs in the transition zone were in the first span so that the average value of accelerations in all speeds decreased in the first span. The acceleration of the rails in the third experiment was 4% lower than the second one and 35% lower than the first one. This reduction for sleepers was 9% and 24%, respectively, and for the bridge deck, it was 48% and 66%, respectively. © Iran University of Science and Technology 2019 |
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A Field Investigation on the Effects of Using USPs in Transition Zone From Ballasted Track to Bridges |
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https://dx.doi.org/10.1007/s40999-019-00440-3 |
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Zakeri, Jabbar Ali Mohammadzadeh, Saeed |
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10.1007/s40999-019-00440-3 |
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2024-07-03T15:58:29.846Z |
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