An Elastic Modulus Developing Model of Fly Ash Concrete under Sustained Load
Abstract This paper focuses on the developing rule of elastic modulus of Fly Ash Concrete (FAC) under sustained load. Mechanism of the action of sustained load on concrete is discussed and a new model for the elastic modulus of FAC is constructed based on the Triplephase Spherical Model (TSM). An ex...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Jia, Si-yi [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2017 |
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| Schlagwörter: |
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| Anmerkung: |
© Korean Society of Civil Engineers 2018 |
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| Übergeordnetes Werk: |
Enthalten in: KSCE journal of civil engineering - Seoul : Korean Soc. of Civil Engineers, 1997, 22(2017), 7 vom: 29. Sept., Seite 2417-2424 |
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| Übergeordnetes Werk: |
volume:22 ; year:2017 ; number:7 ; day:29 ; month:09 ; pages:2417-2424 |
| Links: |
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| DOI / URN: |
10.1007/s12205-017-1852-7 |
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| Katalog-ID: |
SPR025278193 |
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| 520 | |a Abstract This paper focuses on the developing rule of elastic modulus of Fly Ash Concrete (FAC) under sustained load. Mechanism of the action of sustained load on concrete is discussed and a new model for the elastic modulus of FAC is constructed based on the Triplephase Spherical Model (TSM). An experiment with three concrete mix designs and five testing groups were conducted. The experimental compressive strength and elastic modulus at six different ages were used to calibrate the parameters in the model. Influences of two important parameters (loading age and loading level) in the model were analyzed. Test data confirmed the fact that elastic modulus for the loaded concrete have a small increment compared to the non-loaded, which is more evident for younger concrete, and calculation results showed that the newly constructed model can well predict the elastic modulus of concrete under sustained load. Besides, compared to the loading age, the loading level was proved to be a more important factor in deciding the development rule of elastic modulus for the loaded concrete. | ||
| 650 | 4 | |a fly ash concrete |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a elastic modulus |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a sustained load |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a triple-phase spherical model |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a loading age |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a loading level |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Liu, Ming-hui |4 aut | |
| 700 | 1 | |a Han, Bing |4 aut | |
| 700 | 1 | |a Xie, Hui-bing |4 aut | |
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10.1007/s12205-017-1852-7 doi (DE-627)SPR025278193 (SPR)s12205-017-1852-7-e DE-627 ger DE-627 rakwb eng Jia, Si-yi verfasserin aut An Elastic Modulus Developing Model of Fly Ash Concrete under Sustained Load 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers 2018 Abstract This paper focuses on the developing rule of elastic modulus of Fly Ash Concrete (FAC) under sustained load. Mechanism of the action of sustained load on concrete is discussed and a new model for the elastic modulus of FAC is constructed based on the Triplephase Spherical Model (TSM). An experiment with three concrete mix designs and five testing groups were conducted. The experimental compressive strength and elastic modulus at six different ages were used to calibrate the parameters in the model. Influences of two important parameters (loading age and loading level) in the model were analyzed. Test data confirmed the fact that elastic modulus for the loaded concrete have a small increment compared to the non-loaded, which is more evident for younger concrete, and calculation results showed that the newly constructed model can well predict the elastic modulus of concrete under sustained load. Besides, compared to the loading age, the loading level was proved to be a more important factor in deciding the development rule of elastic modulus for the loaded concrete. fly ash concrete (dpeaa)DE-He213 elastic modulus (dpeaa)DE-He213 sustained load (dpeaa)DE-He213 triple-phase spherical model (dpeaa)DE-He213 loading age (dpeaa)DE-He213 loading level (dpeaa)DE-He213 Liu, Ming-hui aut Han, Bing aut Xie, Hui-bing aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 22(2017), 7 vom: 29. Sept., Seite 2417-2424 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:22 year:2017 number:7 day:29 month:09 pages:2417-2424 https://dx.doi.org/10.1007/s12205-017-1852-7 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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 22 2017 7 29 09 2417-2424 |
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10.1007/s12205-017-1852-7 doi (DE-627)SPR025278193 (SPR)s12205-017-1852-7-e DE-627 ger DE-627 rakwb eng Jia, Si-yi verfasserin aut An Elastic Modulus Developing Model of Fly Ash Concrete under Sustained Load 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers 2018 Abstract This paper focuses on the developing rule of elastic modulus of Fly Ash Concrete (FAC) under sustained load. Mechanism of the action of sustained load on concrete is discussed and a new model for the elastic modulus of FAC is constructed based on the Triplephase Spherical Model (TSM). An experiment with three concrete mix designs and five testing groups were conducted. The experimental compressive strength and elastic modulus at six different ages were used to calibrate the parameters in the model. Influences of two important parameters (loading age and loading level) in the model were analyzed. Test data confirmed the fact that elastic modulus for the loaded concrete have a small increment compared to the non-loaded, which is more evident for younger concrete, and calculation results showed that the newly constructed model can well predict the elastic modulus of concrete under sustained load. Besides, compared to the loading age, the loading level was proved to be a more important factor in deciding the development rule of elastic modulus for the loaded concrete. fly ash concrete (dpeaa)DE-He213 elastic modulus (dpeaa)DE-He213 sustained load (dpeaa)DE-He213 triple-phase spherical model (dpeaa)DE-He213 loading age (dpeaa)DE-He213 loading level (dpeaa)DE-He213 Liu, Ming-hui aut Han, Bing aut Xie, Hui-bing aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 22(2017), 7 vom: 29. Sept., Seite 2417-2424 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:22 year:2017 number:7 day:29 month:09 pages:2417-2424 https://dx.doi.org/10.1007/s12205-017-1852-7 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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 22 2017 7 29 09 2417-2424 |
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10.1007/s12205-017-1852-7 doi (DE-627)SPR025278193 (SPR)s12205-017-1852-7-e DE-627 ger DE-627 rakwb eng Jia, Si-yi verfasserin aut An Elastic Modulus Developing Model of Fly Ash Concrete under Sustained Load 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers 2018 Abstract This paper focuses on the developing rule of elastic modulus of Fly Ash Concrete (FAC) under sustained load. Mechanism of the action of sustained load on concrete is discussed and a new model for the elastic modulus of FAC is constructed based on the Triplephase Spherical Model (TSM). An experiment with three concrete mix designs and five testing groups were conducted. The experimental compressive strength and elastic modulus at six different ages were used to calibrate the parameters in the model. Influences of two important parameters (loading age and loading level) in the model were analyzed. Test data confirmed the fact that elastic modulus for the loaded concrete have a small increment compared to the non-loaded, which is more evident for younger concrete, and calculation results showed that the newly constructed model can well predict the elastic modulus of concrete under sustained load. Besides, compared to the loading age, the loading level was proved to be a more important factor in deciding the development rule of elastic modulus for the loaded concrete. fly ash concrete (dpeaa)DE-He213 elastic modulus (dpeaa)DE-He213 sustained load (dpeaa)DE-He213 triple-phase spherical model (dpeaa)DE-He213 loading age (dpeaa)DE-He213 loading level (dpeaa)DE-He213 Liu, Ming-hui aut Han, Bing aut Xie, Hui-bing aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 22(2017), 7 vom: 29. Sept., Seite 2417-2424 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:22 year:2017 number:7 day:29 month:09 pages:2417-2424 https://dx.doi.org/10.1007/s12205-017-1852-7 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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 22 2017 7 29 09 2417-2424 |
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10.1007/s12205-017-1852-7 doi (DE-627)SPR025278193 (SPR)s12205-017-1852-7-e DE-627 ger DE-627 rakwb eng Jia, Si-yi verfasserin aut An Elastic Modulus Developing Model of Fly Ash Concrete under Sustained Load 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers 2018 Abstract This paper focuses on the developing rule of elastic modulus of Fly Ash Concrete (FAC) under sustained load. Mechanism of the action of sustained load on concrete is discussed and a new model for the elastic modulus of FAC is constructed based on the Triplephase Spherical Model (TSM). An experiment with three concrete mix designs and five testing groups were conducted. The experimental compressive strength and elastic modulus at six different ages were used to calibrate the parameters in the model. Influences of two important parameters (loading age and loading level) in the model were analyzed. Test data confirmed the fact that elastic modulus for the loaded concrete have a small increment compared to the non-loaded, which is more evident for younger concrete, and calculation results showed that the newly constructed model can well predict the elastic modulus of concrete under sustained load. Besides, compared to the loading age, the loading level was proved to be a more important factor in deciding the development rule of elastic modulus for the loaded concrete. fly ash concrete (dpeaa)DE-He213 elastic modulus (dpeaa)DE-He213 sustained load (dpeaa)DE-He213 triple-phase spherical model (dpeaa)DE-He213 loading age (dpeaa)DE-He213 loading level (dpeaa)DE-He213 Liu, Ming-hui aut Han, Bing aut Xie, Hui-bing aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 22(2017), 7 vom: 29. Sept., Seite 2417-2424 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:22 year:2017 number:7 day:29 month:09 pages:2417-2424 https://dx.doi.org/10.1007/s12205-017-1852-7 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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 22 2017 7 29 09 2417-2424 |
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10.1007/s12205-017-1852-7 doi (DE-627)SPR025278193 (SPR)s12205-017-1852-7-e DE-627 ger DE-627 rakwb eng Jia, Si-yi verfasserin aut An Elastic Modulus Developing Model of Fly Ash Concrete under Sustained Load 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers 2018 Abstract This paper focuses on the developing rule of elastic modulus of Fly Ash Concrete (FAC) under sustained load. Mechanism of the action of sustained load on concrete is discussed and a new model for the elastic modulus of FAC is constructed based on the Triplephase Spherical Model (TSM). An experiment with three concrete mix designs and five testing groups were conducted. The experimental compressive strength and elastic modulus at six different ages were used to calibrate the parameters in the model. Influences of two important parameters (loading age and loading level) in the model were analyzed. Test data confirmed the fact that elastic modulus for the loaded concrete have a small increment compared to the non-loaded, which is more evident for younger concrete, and calculation results showed that the newly constructed model can well predict the elastic modulus of concrete under sustained load. Besides, compared to the loading age, the loading level was proved to be a more important factor in deciding the development rule of elastic modulus for the loaded concrete. fly ash concrete (dpeaa)DE-He213 elastic modulus (dpeaa)DE-He213 sustained load (dpeaa)DE-He213 triple-phase spherical model (dpeaa)DE-He213 loading age (dpeaa)DE-He213 loading level (dpeaa)DE-He213 Liu, Ming-hui aut Han, Bing aut Xie, Hui-bing aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 22(2017), 7 vom: 29. Sept., Seite 2417-2424 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:22 year:2017 number:7 day:29 month:09 pages:2417-2424 https://dx.doi.org/10.1007/s12205-017-1852-7 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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 22 2017 7 29 09 2417-2424 |
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Jia, Si-yi @@aut@@ Liu, Ming-hui @@aut@@ Han, Bing @@aut@@ Xie, Hui-bing @@aut@@ |
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| author |
Jia, Si-yi |
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Jia, Si-yi misc fly ash concrete misc elastic modulus misc sustained load misc triple-phase spherical model misc loading age misc loading level An Elastic Modulus Developing Model of Fly Ash Concrete under Sustained Load |
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An Elastic Modulus Developing Model of Fly Ash Concrete under Sustained Load fly ash concrete (dpeaa)DE-He213 elastic modulus (dpeaa)DE-He213 sustained load (dpeaa)DE-He213 triple-phase spherical model (dpeaa)DE-He213 loading age (dpeaa)DE-He213 loading level (dpeaa)DE-He213 |
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An Elastic Modulus Developing Model of Fly Ash Concrete under Sustained Load |
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elastic modulus developing model of fly ash concrete under sustained load |
| title_auth |
An Elastic Modulus Developing Model of Fly Ash Concrete under Sustained Load |
| abstract |
Abstract This paper focuses on the developing rule of elastic modulus of Fly Ash Concrete (FAC) under sustained load. Mechanism of the action of sustained load on concrete is discussed and a new model for the elastic modulus of FAC is constructed based on the Triplephase Spherical Model (TSM). An experiment with three concrete mix designs and five testing groups were conducted. The experimental compressive strength and elastic modulus at six different ages were used to calibrate the parameters in the model. Influences of two important parameters (loading age and loading level) in the model were analyzed. Test data confirmed the fact that elastic modulus for the loaded concrete have a small increment compared to the non-loaded, which is more evident for younger concrete, and calculation results showed that the newly constructed model can well predict the elastic modulus of concrete under sustained load. Besides, compared to the loading age, the loading level was proved to be a more important factor in deciding the development rule of elastic modulus for the loaded concrete. © Korean Society of Civil Engineers 2018 |
| abstractGer |
Abstract This paper focuses on the developing rule of elastic modulus of Fly Ash Concrete (FAC) under sustained load. Mechanism of the action of sustained load on concrete is discussed and a new model for the elastic modulus of FAC is constructed based on the Triplephase Spherical Model (TSM). An experiment with three concrete mix designs and five testing groups were conducted. The experimental compressive strength and elastic modulus at six different ages were used to calibrate the parameters in the model. Influences of two important parameters (loading age and loading level) in the model were analyzed. Test data confirmed the fact that elastic modulus for the loaded concrete have a small increment compared to the non-loaded, which is more evident for younger concrete, and calculation results showed that the newly constructed model can well predict the elastic modulus of concrete under sustained load. Besides, compared to the loading age, the loading level was proved to be a more important factor in deciding the development rule of elastic modulus for the loaded concrete. © Korean Society of Civil Engineers 2018 |
| abstract_unstemmed |
Abstract This paper focuses on the developing rule of elastic modulus of Fly Ash Concrete (FAC) under sustained load. Mechanism of the action of sustained load on concrete is discussed and a new model for the elastic modulus of FAC is constructed based on the Triplephase Spherical Model (TSM). An experiment with three concrete mix designs and five testing groups were conducted. The experimental compressive strength and elastic modulus at six different ages were used to calibrate the parameters in the model. Influences of two important parameters (loading age and loading level) in the model were analyzed. Test data confirmed the fact that elastic modulus for the loaded concrete have a small increment compared to the non-loaded, which is more evident for younger concrete, and calculation results showed that the newly constructed model can well predict the elastic modulus of concrete under sustained load. Besides, compared to the loading age, the loading level was proved to be a more important factor in deciding the development rule of elastic modulus for the loaded concrete. © Korean Society of Civil Engineers 2018 |
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An Elastic Modulus Developing Model of Fly Ash Concrete under Sustained Load |
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https://dx.doi.org/10.1007/s12205-017-1852-7 |
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Liu, Ming-hui Han, Bing Xie, Hui-bing |
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Liu, Ming-hui Han, Bing Xie, Hui-bing |
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| doi_str |
10.1007/s12205-017-1852-7 |
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2024-07-03T14:59:59.013Z |
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