A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages
Abstract A study on Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) required accurate continuous displacement measurements to fully understand specimen compressive and split tensile behavior. From uniaxial compressive testing, load, and displacement data was acquired to develop specimen sp...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Ahlborn, T.M. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2016 |
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| Schlagwörter: |
Ultra-High-Performance Fiber-Reinforced Concrete |
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| Anmerkung: |
© The Society for Experimental Mechanics, Inc 2016 |
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| Übergeordnetes Werk: |
Enthalten in: Experimental techniques - Cham : Springer International Publishing, 1975, 40(2016), 1 vom: 25. Jan., Seite 27-33 |
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| Übergeordnetes Werk: |
volume:40 ; year:2016 ; number:1 ; day:25 ; month:01 ; pages:27-33 |
| Links: |
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| DOI / URN: |
10.1007/s40799-015-0002-8 |
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| Katalog-ID: |
SPR037808419 |
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| 245 | 1 | 2 | |a A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages |
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| 520 | |a Abstract A study on Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) required accurate continuous displacement measurements to fully understand specimen compressive and split tensile behavior. From uniaxial compressive testing, load, and displacement data was acquired to develop specimen specific stress–strain diagrams from which the modulus of elasticity and strain at ultimate capacity of the material were found. Thus, a device suitable to measure the displacement and crack width opening was required during testing to gain knowledge of the behavior of UHPFRC subjected to compressive and tensile loads. The device normally used to measure average displacement is typically not used for ultimate strain conditions because of the potential LVDT damage from the often explosive compression failure of concrete specimens. Hence, this study investigated the use of Local Deformation Transducers (LDTs), which consists of strain gages attached at mid-length on a narrow strip of highly flexible and resilient material. Data collected from these gages corresponded well with UHPFRC test data collected from other institutions using more complex methods and proved to be a reliable source of measuring displacements with the intent of identifying modulus of elasticity, and concrete strains at first crack, and ultimate capacity for an UHPFRC. | ||
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10.1007/s40799-015-0002-8 doi (DE-627)SPR037808419 (SPR)s40799-015-0002-8-e DE-627 ger DE-627 rakwb eng Ahlborn, T.M. verfasserin aut A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Society for Experimental Mechanics, Inc 2016 Abstract A study on Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) required accurate continuous displacement measurements to fully understand specimen compressive and split tensile behavior. From uniaxial compressive testing, load, and displacement data was acquired to develop specimen specific stress–strain diagrams from which the modulus of elasticity and strain at ultimate capacity of the material were found. Thus, a device suitable to measure the displacement and crack width opening was required during testing to gain knowledge of the behavior of UHPFRC subjected to compressive and tensile loads. The device normally used to measure average displacement is typically not used for ultimate strain conditions because of the potential LVDT damage from the often explosive compression failure of concrete specimens. Hence, this study investigated the use of Local Deformation Transducers (LDTs), which consists of strain gages attached at mid-length on a narrow strip of highly flexible and resilient material. Data collected from these gages corresponded well with UHPFRC test data collected from other institutions using more complex methods and proved to be a reliable source of measuring displacements with the intent of identifying modulus of elasticity, and concrete strains at first crack, and ultimate capacity for an UHPFRC. Ultra-High-Performance Fiber-Reinforced Concrete (dpeaa)DE-He213 Local Deformation Transducer (dpeaa)DE-He213 Ultra-High-Performance Concrete (dpeaa)DE-He213 Concrete Strains (dpeaa)DE-He213 Kollmorgen, G.A. aut Hansen, M.E. aut Enthalten in Experimental techniques Cham : Springer International Publishing, 1975 40(2016), 1 vom: 25. Jan., Seite 27-33 (DE-627)500635854 (DE-600)2205019-X 1747-1567 nnns volume:40 year:2016 number:1 day:25 month:01 pages:27-33 https://dx.doi.org/10.1007/s40799-015-0002-8 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_101 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_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 40 2016 1 25 01 27-33 |
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10.1007/s40799-015-0002-8 doi (DE-627)SPR037808419 (SPR)s40799-015-0002-8-e DE-627 ger DE-627 rakwb eng Ahlborn, T.M. verfasserin aut A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Society for Experimental Mechanics, Inc 2016 Abstract A study on Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) required accurate continuous displacement measurements to fully understand specimen compressive and split tensile behavior. From uniaxial compressive testing, load, and displacement data was acquired to develop specimen specific stress–strain diagrams from which the modulus of elasticity and strain at ultimate capacity of the material were found. Thus, a device suitable to measure the displacement and crack width opening was required during testing to gain knowledge of the behavior of UHPFRC subjected to compressive and tensile loads. The device normally used to measure average displacement is typically not used for ultimate strain conditions because of the potential LVDT damage from the often explosive compression failure of concrete specimens. Hence, this study investigated the use of Local Deformation Transducers (LDTs), which consists of strain gages attached at mid-length on a narrow strip of highly flexible and resilient material. Data collected from these gages corresponded well with UHPFRC test data collected from other institutions using more complex methods and proved to be a reliable source of measuring displacements with the intent of identifying modulus of elasticity, and concrete strains at first crack, and ultimate capacity for an UHPFRC. Ultra-High-Performance Fiber-Reinforced Concrete (dpeaa)DE-He213 Local Deformation Transducer (dpeaa)DE-He213 Ultra-High-Performance Concrete (dpeaa)DE-He213 Concrete Strains (dpeaa)DE-He213 Kollmorgen, G.A. aut Hansen, M.E. aut Enthalten in Experimental techniques Cham : Springer International Publishing, 1975 40(2016), 1 vom: 25. Jan., Seite 27-33 (DE-627)500635854 (DE-600)2205019-X 1747-1567 nnns volume:40 year:2016 number:1 day:25 month:01 pages:27-33 https://dx.doi.org/10.1007/s40799-015-0002-8 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_101 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_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 40 2016 1 25 01 27-33 |
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10.1007/s40799-015-0002-8 doi (DE-627)SPR037808419 (SPR)s40799-015-0002-8-e DE-627 ger DE-627 rakwb eng Ahlborn, T.M. verfasserin aut A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Society for Experimental Mechanics, Inc 2016 Abstract A study on Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) required accurate continuous displacement measurements to fully understand specimen compressive and split tensile behavior. From uniaxial compressive testing, load, and displacement data was acquired to develop specimen specific stress–strain diagrams from which the modulus of elasticity and strain at ultimate capacity of the material were found. Thus, a device suitable to measure the displacement and crack width opening was required during testing to gain knowledge of the behavior of UHPFRC subjected to compressive and tensile loads. The device normally used to measure average displacement is typically not used for ultimate strain conditions because of the potential LVDT damage from the often explosive compression failure of concrete specimens. Hence, this study investigated the use of Local Deformation Transducers (LDTs), which consists of strain gages attached at mid-length on a narrow strip of highly flexible and resilient material. Data collected from these gages corresponded well with UHPFRC test data collected from other institutions using more complex methods and proved to be a reliable source of measuring displacements with the intent of identifying modulus of elasticity, and concrete strains at first crack, and ultimate capacity for an UHPFRC. Ultra-High-Performance Fiber-Reinforced Concrete (dpeaa)DE-He213 Local Deformation Transducer (dpeaa)DE-He213 Ultra-High-Performance Concrete (dpeaa)DE-He213 Concrete Strains (dpeaa)DE-He213 Kollmorgen, G.A. aut Hansen, M.E. aut Enthalten in Experimental techniques Cham : Springer International Publishing, 1975 40(2016), 1 vom: 25. Jan., Seite 27-33 (DE-627)500635854 (DE-600)2205019-X 1747-1567 nnns volume:40 year:2016 number:1 day:25 month:01 pages:27-33 https://dx.doi.org/10.1007/s40799-015-0002-8 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_101 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_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 40 2016 1 25 01 27-33 |
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10.1007/s40799-015-0002-8 doi (DE-627)SPR037808419 (SPR)s40799-015-0002-8-e DE-627 ger DE-627 rakwb eng Ahlborn, T.M. verfasserin aut A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Society for Experimental Mechanics, Inc 2016 Abstract A study on Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) required accurate continuous displacement measurements to fully understand specimen compressive and split tensile behavior. From uniaxial compressive testing, load, and displacement data was acquired to develop specimen specific stress–strain diagrams from which the modulus of elasticity and strain at ultimate capacity of the material were found. Thus, a device suitable to measure the displacement and crack width opening was required during testing to gain knowledge of the behavior of UHPFRC subjected to compressive and tensile loads. The device normally used to measure average displacement is typically not used for ultimate strain conditions because of the potential LVDT damage from the often explosive compression failure of concrete specimens. Hence, this study investigated the use of Local Deformation Transducers (LDTs), which consists of strain gages attached at mid-length on a narrow strip of highly flexible and resilient material. Data collected from these gages corresponded well with UHPFRC test data collected from other institutions using more complex methods and proved to be a reliable source of measuring displacements with the intent of identifying modulus of elasticity, and concrete strains at first crack, and ultimate capacity for an UHPFRC. Ultra-High-Performance Fiber-Reinforced Concrete (dpeaa)DE-He213 Local Deformation Transducer (dpeaa)DE-He213 Ultra-High-Performance Concrete (dpeaa)DE-He213 Concrete Strains (dpeaa)DE-He213 Kollmorgen, G.A. aut Hansen, M.E. aut Enthalten in Experimental techniques Cham : Springer International Publishing, 1975 40(2016), 1 vom: 25. Jan., Seite 27-33 (DE-627)500635854 (DE-600)2205019-X 1747-1567 nnns volume:40 year:2016 number:1 day:25 month:01 pages:27-33 https://dx.doi.org/10.1007/s40799-015-0002-8 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_101 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_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 40 2016 1 25 01 27-33 |
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10.1007/s40799-015-0002-8 doi (DE-627)SPR037808419 (SPR)s40799-015-0002-8-e DE-627 ger DE-627 rakwb eng Ahlborn, T.M. verfasserin aut A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Society for Experimental Mechanics, Inc 2016 Abstract A study on Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) required accurate continuous displacement measurements to fully understand specimen compressive and split tensile behavior. From uniaxial compressive testing, load, and displacement data was acquired to develop specimen specific stress–strain diagrams from which the modulus of elasticity and strain at ultimate capacity of the material were found. Thus, a device suitable to measure the displacement and crack width opening was required during testing to gain knowledge of the behavior of UHPFRC subjected to compressive and tensile loads. The device normally used to measure average displacement is typically not used for ultimate strain conditions because of the potential LVDT damage from the often explosive compression failure of concrete specimens. Hence, this study investigated the use of Local Deformation Transducers (LDTs), which consists of strain gages attached at mid-length on a narrow strip of highly flexible and resilient material. Data collected from these gages corresponded well with UHPFRC test data collected from other institutions using more complex methods and proved to be a reliable source of measuring displacements with the intent of identifying modulus of elasticity, and concrete strains at first crack, and ultimate capacity for an UHPFRC. Ultra-High-Performance Fiber-Reinforced Concrete (dpeaa)DE-He213 Local Deformation Transducer (dpeaa)DE-He213 Ultra-High-Performance Concrete (dpeaa)DE-He213 Concrete Strains (dpeaa)DE-He213 Kollmorgen, G.A. aut Hansen, M.E. aut Enthalten in Experimental techniques Cham : Springer International Publishing, 1975 40(2016), 1 vom: 25. Jan., Seite 27-33 (DE-627)500635854 (DE-600)2205019-X 1747-1567 nnns volume:40 year:2016 number:1 day:25 month:01 pages:27-33 https://dx.doi.org/10.1007/s40799-015-0002-8 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_101 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_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 40 2016 1 25 01 27-33 |
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Ahlborn, T.M. @@aut@@ Kollmorgen, G.A. @@aut@@ Hansen, M.E. @@aut@@ |
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Ahlborn, T.M. |
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Ahlborn, T.M. misc Ultra-High-Performance Fiber-Reinforced Concrete misc Local Deformation Transducer misc Ultra-High-Performance Concrete misc Concrete Strains A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages |
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A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages Ultra-High-Performance Fiber-Reinforced Concrete (dpeaa)DE-He213 Local Deformation Transducer (dpeaa)DE-He213 Ultra-High-Performance Concrete (dpeaa)DE-He213 Concrete Strains (dpeaa)DE-He213 |
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A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages |
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A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages |
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Ahlborn, T.M. Kollmorgen, G.A. Hansen, M.E. |
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10.1007/s40799-015-0002-8 |
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method of measuring the displacement of an ultra-high-performance fiber-reinforced concrete by means of unbound gages |
| title_auth |
A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages |
| abstract |
Abstract A study on Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) required accurate continuous displacement measurements to fully understand specimen compressive and split tensile behavior. From uniaxial compressive testing, load, and displacement data was acquired to develop specimen specific stress–strain diagrams from which the modulus of elasticity and strain at ultimate capacity of the material were found. Thus, a device suitable to measure the displacement and crack width opening was required during testing to gain knowledge of the behavior of UHPFRC subjected to compressive and tensile loads. The device normally used to measure average displacement is typically not used for ultimate strain conditions because of the potential LVDT damage from the often explosive compression failure of concrete specimens. Hence, this study investigated the use of Local Deformation Transducers (LDTs), which consists of strain gages attached at mid-length on a narrow strip of highly flexible and resilient material. Data collected from these gages corresponded well with UHPFRC test data collected from other institutions using more complex methods and proved to be a reliable source of measuring displacements with the intent of identifying modulus of elasticity, and concrete strains at first crack, and ultimate capacity for an UHPFRC. © The Society for Experimental Mechanics, Inc 2016 |
| abstractGer |
Abstract A study on Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) required accurate continuous displacement measurements to fully understand specimen compressive and split tensile behavior. From uniaxial compressive testing, load, and displacement data was acquired to develop specimen specific stress–strain diagrams from which the modulus of elasticity and strain at ultimate capacity of the material were found. Thus, a device suitable to measure the displacement and crack width opening was required during testing to gain knowledge of the behavior of UHPFRC subjected to compressive and tensile loads. The device normally used to measure average displacement is typically not used for ultimate strain conditions because of the potential LVDT damage from the often explosive compression failure of concrete specimens. Hence, this study investigated the use of Local Deformation Transducers (LDTs), which consists of strain gages attached at mid-length on a narrow strip of highly flexible and resilient material. Data collected from these gages corresponded well with UHPFRC test data collected from other institutions using more complex methods and proved to be a reliable source of measuring displacements with the intent of identifying modulus of elasticity, and concrete strains at first crack, and ultimate capacity for an UHPFRC. © The Society for Experimental Mechanics, Inc 2016 |
| abstract_unstemmed |
Abstract A study on Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) required accurate continuous displacement measurements to fully understand specimen compressive and split tensile behavior. From uniaxial compressive testing, load, and displacement data was acquired to develop specimen specific stress–strain diagrams from which the modulus of elasticity and strain at ultimate capacity of the material were found. Thus, a device suitable to measure the displacement and crack width opening was required during testing to gain knowledge of the behavior of UHPFRC subjected to compressive and tensile loads. The device normally used to measure average displacement is typically not used for ultimate strain conditions because of the potential LVDT damage from the often explosive compression failure of concrete specimens. Hence, this study investigated the use of Local Deformation Transducers (LDTs), which consists of strain gages attached at mid-length on a narrow strip of highly flexible and resilient material. Data collected from these gages corresponded well with UHPFRC test data collected from other institutions using more complex methods and proved to be a reliable source of measuring displacements with the intent of identifying modulus of elasticity, and concrete strains at first crack, and ultimate capacity for an UHPFRC. © The Society for Experimental Mechanics, Inc 2016 |
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A Method of Measuring the Displacement of an Ultra-High-Performance Fiber-Reinforced Concrete by Means of Unbound Gages |
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https://dx.doi.org/10.1007/s40799-015-0002-8 |
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Kollmorgen, G.A. Hansen, M.E. |
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10.1007/s40799-015-0002-8 |
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| score |
7.3992853 |