Evaluation and comparison of surface macrotexture and friction measurement methods

Two- and three-dimensional macrotexture characteristics of various surfaces were measured using five different testing methods including sand patch method, laser profiler, laser texture scanner, circular texture meter, and x-ray computed tomography (CT) scanning. A dynamic friction tester was also u...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Halil Sezen [verfasserIn] Nicholas Fisco [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2013

Schlagwörter:	macrotexture dynamic friction test mean profile depth mean texture depth pavement materials sand patch test

Übergeordnetes Werk:	In: Journal of Civil Engineering and Management - Vilnius Gediminas Technical University, 2018, 19(2013), 3
Übergeordnetes Werk:	volume:19 ; year:2013 ; number:3

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc Journal toc

DOI / URN:	10.3846/13923730.2012.746237

Katalog-ID:	DOAJ051166011

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allfieldsSound	10.3846/13923730.2012.746237 doi (DE-627)DOAJ051166011 (DE-599)DOAJc5e596e39a374fc1976c00badadafd92 DE-627 ger DE-627 rakwb eng TH1-9745 Halil Sezen verfasserin aut Evaluation and comparison of surface macrotexture and friction measurement methods 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Two- and three-dimensional macrotexture characteristics of various surfaces were measured using five different testing methods including sand patch method, laser profiler, laser texture scanner, circular texture meter, and x-ray computed tomography (CT) scanning. A dynamic friction tester was also used to measure the friction resistance of the same surfaces. Asphalt and Portland cement concrete samples of various mix designs and finishes and other commonly manufactured textured samples were used. Relationship between the macrotexture and friction was investigated. Mean texture depth (MTD) of 26 laboratory specimens was obtained from volumetric sand patch tests. Two-dimensional profiles and mean profile depth (MPD) of specimens were measured by a laser profiler. A laser texture scanner and a circular texture meter were also used to calculate the MPD of sample surfaces. Three-dimensional rendering of the surfaces were obtained from laser texture scanner and x-ray CT scans. Using the experimental data collected in this study, relationships between friction resistance and macrotexture obtained from different methods were investigated. The estimated texture depths predicted from laser profiler, laser texture scanner, and CT meter were comparable to the MTD obtained from sand patch tests. Also, the friction resistance increased with increasing surface macrotexture. macrotexture dynamic friction test mean profile depth mean texture depth pavement materials sand patch test Building construction Nicholas Fisco verfasserin aut In Journal of Civil Engineering and Management Vilnius Gediminas Technical University, 2018 19(2013), 3 (DE-627)634757601 (DE-600)2571620-7 18223605 nnns volume:19 year:2013 number:3 https://doi.org/10.3846/13923730.2012.746237 kostenfrei https://doaj.org/article/c5e596e39a374fc1976c00badadafd92 kostenfrei http://journals.vgtu.lt/index.php/JCEM/article/view/3856 kostenfrei https://doaj.org/toc/1392-3730 Journal toc kostenfrei https://doaj.org/toc/1822-3605 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 19 2013 3
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callnumber-first	T - Technology
author	Halil Sezen
spellingShingle	Halil Sezen misc TH1-9745 misc macrotexture misc dynamic friction test misc mean profile depth misc mean texture depth misc pavement materials misc sand patch test misc Building construction Evaluation and comparison of surface macrotexture and friction measurement methods
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topic_title	TH1-9745 Evaluation and comparison of surface macrotexture and friction measurement methods macrotexture dynamic friction test mean profile depth mean texture depth pavement materials sand patch test
topic	misc TH1-9745 misc macrotexture misc dynamic friction test misc mean profile depth misc mean texture depth misc pavement materials misc sand patch test misc Building construction
topic_unstemmed	misc TH1-9745 misc macrotexture misc dynamic friction test misc mean profile depth misc mean texture depth misc pavement materials misc sand patch test misc Building construction
topic_browse	misc TH1-9745 misc macrotexture misc dynamic friction test misc mean profile depth misc mean texture depth misc pavement materials misc sand patch test misc Building construction
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title	Evaluation and comparison of surface macrotexture and friction measurement methods
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title_full	Evaluation and comparison of surface macrotexture and friction measurement methods
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title_sort	evaluation and comparison of surface macrotexture and friction measurement methods
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title_auth	Evaluation and comparison of surface macrotexture and friction measurement methods
abstract	Two- and three-dimensional macrotexture characteristics of various surfaces were measured using five different testing methods including sand patch method, laser profiler, laser texture scanner, circular texture meter, and x-ray computed tomography (CT) scanning. A dynamic friction tester was also used to measure the friction resistance of the same surfaces. Asphalt and Portland cement concrete samples of various mix designs and finishes and other commonly manufactured textured samples were used. Relationship between the macrotexture and friction was investigated. Mean texture depth (MTD) of 26 laboratory specimens was obtained from volumetric sand patch tests. Two-dimensional profiles and mean profile depth (MPD) of specimens were measured by a laser profiler. A laser texture scanner and a circular texture meter were also used to calculate the MPD of sample surfaces. Three-dimensional rendering of the surfaces were obtained from laser texture scanner and x-ray CT scans. Using the experimental data collected in this study, relationships between friction resistance and macrotexture obtained from different methods were investigated. The estimated texture depths predicted from laser profiler, laser texture scanner, and CT meter were comparable to the MTD obtained from sand patch tests. Also, the friction resistance increased with increasing surface macrotexture.
abstractGer	Two- and three-dimensional macrotexture characteristics of various surfaces were measured using five different testing methods including sand patch method, laser profiler, laser texture scanner, circular texture meter, and x-ray computed tomography (CT) scanning. A dynamic friction tester was also used to measure the friction resistance of the same surfaces. Asphalt and Portland cement concrete samples of various mix designs and finishes and other commonly manufactured textured samples were used. Relationship between the macrotexture and friction was investigated. Mean texture depth (MTD) of 26 laboratory specimens was obtained from volumetric sand patch tests. Two-dimensional profiles and mean profile depth (MPD) of specimens were measured by a laser profiler. A laser texture scanner and a circular texture meter were also used to calculate the MPD of sample surfaces. Three-dimensional rendering of the surfaces were obtained from laser texture scanner and x-ray CT scans. Using the experimental data collected in this study, relationships between friction resistance and macrotexture obtained from different methods were investigated. The estimated texture depths predicted from laser profiler, laser texture scanner, and CT meter were comparable to the MTD obtained from sand patch tests. Also, the friction resistance increased with increasing surface macrotexture.
abstract_unstemmed	Two- and three-dimensional macrotexture characteristics of various surfaces were measured using five different testing methods including sand patch method, laser profiler, laser texture scanner, circular texture meter, and x-ray computed tomography (CT) scanning. A dynamic friction tester was also used to measure the friction resistance of the same surfaces. Asphalt and Portland cement concrete samples of various mix designs and finishes and other commonly manufactured textured samples were used. Relationship between the macrotexture and friction was investigated. Mean texture depth (MTD) of 26 laboratory specimens was obtained from volumetric sand patch tests. Two-dimensional profiles and mean profile depth (MPD) of specimens were measured by a laser profiler. A laser texture scanner and a circular texture meter were also used to calculate the MPD of sample surfaces. Three-dimensional rendering of the surfaces were obtained from laser texture scanner and x-ray CT scans. Using the experimental data collected in this study, relationships between friction resistance and macrotexture obtained from different methods were investigated. The estimated texture depths predicted from laser profiler, laser texture scanner, and CT meter were comparable to the MTD obtained from sand patch tests. Also, the friction resistance increased with increasing surface macrotexture.
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title_short	Evaluation and comparison of surface macrotexture and friction measurement methods
url	https://doi.org/10.3846/13923730.2012.746237 https://doaj.org/article/c5e596e39a374fc1976c00badadafd92 http://journals.vgtu.lt/index.php/JCEM/article/view/3856 https://doaj.org/toc/1392-3730 https://doaj.org/toc/1822-3605
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up_date	2024-07-03T18:46:22.878Z
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