Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures

Abstract High-early-strength-concrete (HESC) made of Type III cement reaches approximately 50–70 % of its design compressive strength in a day in ambient conditions. Experimental investigations were made in this study to observe the effects of temperature, curing time and concrete strength on the ac...
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Autor*in:	Lee, Chadon [verfasserIn] Lee, Songhee [verfasserIn] Nguyen, Ngocchien [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2016

Schlagwörter:	high-early-strength concrete compressive strength curing temperature

Übergeordnetes Werk:	Enthalten in: International journal of concrete structures and materials - Berlin : Springer, 2012, 10(2016), 2 vom: 19. Mai, Seite 205-219
Übergeordnetes Werk:	volume:10 ; year:2016 ; number:2 ; day:19 ; month:05 ; pages:205-219

Links:	Volltext

DOI / URN:	10.1007/s40069-016-0147-6

Katalog-ID:	SPR032807759

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520			\|a Abstract High-early-strength-concrete (HESC) made of Type III cement reaches approximately 50–70 % of its design compressive strength in a day in ambient conditions. Experimental investigations were made in this study to observe the effects of temperature, curing time and concrete strength on the accelerated development of compressive strength in HESC. A total of 210 HESC cylinders of 100 × 200 mm were tested for different compressive strengths (30, 40 and 50 MPa) and different curing regimes (with maximum temperatures of 20, 30, 40, 50 and 60 °C) at different equivalent ages (9, 12, 18, 24, 36, 100 and 168 h). From a series of regression analyses, a generalized rate-constant model was presented for the prediction of the compressive strength of HESC at an early age for its future application in precast prestressed units with savings in steam supply. The average and standard deviation of the ratios of the predictions to the test results were 0.97 and 0.22, respectively.
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spelling	10.1007/s40069-016-0147-6 doi (DE-627)SPR032807759 (SPR)s40069-016-0147-6-e DE-627 ger DE-627 rakwb eng 600 690 ASE Lee, Chadon verfasserin aut Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract High-early-strength-concrete (HESC) made of Type III cement reaches approximately 50–70 % of its design compressive strength in a day in ambient conditions. Experimental investigations were made in this study to observe the effects of temperature, curing time and concrete strength on the accelerated development of compressive strength in HESC. A total of 210 HESC cylinders of 100 × 200 mm were tested for different compressive strengths (30, 40 and 50 MPa) and different curing regimes (with maximum temperatures of 20, 30, 40, 50 and 60 °C) at different equivalent ages (9, 12, 18, 24, 36, 100 and 168 h). From a series of regression analyses, a generalized rate-constant model was presented for the prediction of the compressive strength of HESC at an early age for its future application in precast prestressed units with savings in steam supply. The average and standard deviation of the ratios of the predictions to the test results were 0.97 and 0.22, respectively. high-early-strength concrete (dpeaa)DE-He213 compressive strength (dpeaa)DE-He213 curing temperature (dpeaa)DE-He213 Lee, Songhee verfasserin aut Nguyen, Ngocchien verfasserin aut Enthalten in International journal of concrete structures and materials Berlin : Springer, 2012 10(2016), 2 vom: 19. Mai, Seite 205-219 (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:10 year:2016 number:2 day:19 month:05 pages:205-219 https://dx.doi.org/10.1007/s40069-016-0147-6 kostenfrei 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_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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 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 10 2016 2 19 05 205-219
allfields_unstemmed	10.1007/s40069-016-0147-6 doi (DE-627)SPR032807759 (SPR)s40069-016-0147-6-e DE-627 ger DE-627 rakwb eng 600 690 ASE Lee, Chadon verfasserin aut Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract High-early-strength-concrete (HESC) made of Type III cement reaches approximately 50–70 % of its design compressive strength in a day in ambient conditions. Experimental investigations were made in this study to observe the effects of temperature, curing time and concrete strength on the accelerated development of compressive strength in HESC. A total of 210 HESC cylinders of 100 × 200 mm were tested for different compressive strengths (30, 40 and 50 MPa) and different curing regimes (with maximum temperatures of 20, 30, 40, 50 and 60 °C) at different equivalent ages (9, 12, 18, 24, 36, 100 and 168 h). From a series of regression analyses, a generalized rate-constant model was presented for the prediction of the compressive strength of HESC at an early age for its future application in precast prestressed units with savings in steam supply. The average and standard deviation of the ratios of the predictions to the test results were 0.97 and 0.22, respectively. high-early-strength concrete (dpeaa)DE-He213 compressive strength (dpeaa)DE-He213 curing temperature (dpeaa)DE-He213 Lee, Songhee verfasserin aut Nguyen, Ngocchien verfasserin aut Enthalten in International journal of concrete structures and materials Berlin : Springer, 2012 10(2016), 2 vom: 19. Mai, Seite 205-219 (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:10 year:2016 number:2 day:19 month:05 pages:205-219 https://dx.doi.org/10.1007/s40069-016-0147-6 kostenfrei 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_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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 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 10 2016 2 19 05 205-219
allfieldsGer	10.1007/s40069-016-0147-6 doi (DE-627)SPR032807759 (SPR)s40069-016-0147-6-e DE-627 ger DE-627 rakwb eng 600 690 ASE Lee, Chadon verfasserin aut Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract High-early-strength-concrete (HESC) made of Type III cement reaches approximately 50–70 % of its design compressive strength in a day in ambient conditions. Experimental investigations were made in this study to observe the effects of temperature, curing time and concrete strength on the accelerated development of compressive strength in HESC. A total of 210 HESC cylinders of 100 × 200 mm were tested for different compressive strengths (30, 40 and 50 MPa) and different curing regimes (with maximum temperatures of 20, 30, 40, 50 and 60 °C) at different equivalent ages (9, 12, 18, 24, 36, 100 and 168 h). From a series of regression analyses, a generalized rate-constant model was presented for the prediction of the compressive strength of HESC at an early age for its future application in precast prestressed units with savings in steam supply. The average and standard deviation of the ratios of the predictions to the test results were 0.97 and 0.22, respectively. high-early-strength concrete (dpeaa)DE-He213 compressive strength (dpeaa)DE-He213 curing temperature (dpeaa)DE-He213 Lee, Songhee verfasserin aut Nguyen, Ngocchien verfasserin aut Enthalten in International journal of concrete structures and materials Berlin : Springer, 2012 10(2016), 2 vom: 19. Mai, Seite 205-219 (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:10 year:2016 number:2 day:19 month:05 pages:205-219 https://dx.doi.org/10.1007/s40069-016-0147-6 kostenfrei 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_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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 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 10 2016 2 19 05 205-219
allfieldsSound	10.1007/s40069-016-0147-6 doi (DE-627)SPR032807759 (SPR)s40069-016-0147-6-e DE-627 ger DE-627 rakwb eng 600 690 ASE Lee, Chadon verfasserin aut Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract High-early-strength-concrete (HESC) made of Type III cement reaches approximately 50–70 % of its design compressive strength in a day in ambient conditions. Experimental investigations were made in this study to observe the effects of temperature, curing time and concrete strength on the accelerated development of compressive strength in HESC. A total of 210 HESC cylinders of 100 × 200 mm were tested for different compressive strengths (30, 40 and 50 MPa) and different curing regimes (with maximum temperatures of 20, 30, 40, 50 and 60 °C) at different equivalent ages (9, 12, 18, 24, 36, 100 and 168 h). From a series of regression analyses, a generalized rate-constant model was presented for the prediction of the compressive strength of HESC at an early age for its future application in precast prestressed units with savings in steam supply. The average and standard deviation of the ratios of the predictions to the test results were 0.97 and 0.22, respectively. high-early-strength concrete (dpeaa)DE-He213 compressive strength (dpeaa)DE-He213 curing temperature (dpeaa)DE-He213 Lee, Songhee verfasserin aut Nguyen, Ngocchien verfasserin aut Enthalten in International journal of concrete structures and materials Berlin : Springer, 2012 10(2016), 2 vom: 19. Mai, Seite 205-219 (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:10 year:2016 number:2 day:19 month:05 pages:205-219 https://dx.doi.org/10.1007/s40069-016-0147-6 kostenfrei 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_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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 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 10 2016 2 19 05 205-219
language	English
source	Enthalten in International journal of concrete structures and materials 10(2016), 2 vom: 19. Mai, Seite 205-219 volume:10 year:2016 number:2 day:19 month:05 pages:205-219
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container_title	International journal of concrete structures and materials
authorswithroles_txt_mv	Lee, Chadon @@aut@@ Lee, Songhee @@aut@@ Nguyen, Ngocchien @@aut@@
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author	Lee, Chadon
spellingShingle	Lee, Chadon ddc 600 misc high-early-strength concrete misc compressive strength misc curing temperature Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures
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topic_title	600 690 ASE Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures high-early-strength concrete (dpeaa)DE-He213 compressive strength (dpeaa)DE-He213 curing temperature (dpeaa)DE-He213
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title	Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures
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title_full	Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures
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title_sort	modeling of compressive strength development of high-early-strength-concrete at different curing temperatures
title_auth	Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures
abstract	Abstract High-early-strength-concrete (HESC) made of Type III cement reaches approximately 50–70 % of its design compressive strength in a day in ambient conditions. Experimental investigations were made in this study to observe the effects of temperature, curing time and concrete strength on the accelerated development of compressive strength in HESC. A total of 210 HESC cylinders of 100 × 200 mm were tested for different compressive strengths (30, 40 and 50 MPa) and different curing regimes (with maximum temperatures of 20, 30, 40, 50 and 60 °C) at different equivalent ages (9, 12, 18, 24, 36, 100 and 168 h). From a series of regression analyses, a generalized rate-constant model was presented for the prediction of the compressive strength of HESC at an early age for its future application in precast prestressed units with savings in steam supply. The average and standard deviation of the ratios of the predictions to the test results were 0.97 and 0.22, respectively.
abstractGer	Abstract High-early-strength-concrete (HESC) made of Type III cement reaches approximately 50–70 % of its design compressive strength in a day in ambient conditions. Experimental investigations were made in this study to observe the effects of temperature, curing time and concrete strength on the accelerated development of compressive strength in HESC. A total of 210 HESC cylinders of 100 × 200 mm were tested for different compressive strengths (30, 40 and 50 MPa) and different curing regimes (with maximum temperatures of 20, 30, 40, 50 and 60 °C) at different equivalent ages (9, 12, 18, 24, 36, 100 and 168 h). From a series of regression analyses, a generalized rate-constant model was presented for the prediction of the compressive strength of HESC at an early age for its future application in precast prestressed units with savings in steam supply. The average and standard deviation of the ratios of the predictions to the test results were 0.97 and 0.22, respectively.
abstract_unstemmed	Abstract High-early-strength-concrete (HESC) made of Type III cement reaches approximately 50–70 % of its design compressive strength in a day in ambient conditions. Experimental investigations were made in this study to observe the effects of temperature, curing time and concrete strength on the accelerated development of compressive strength in HESC. A total of 210 HESC cylinders of 100 × 200 mm were tested for different compressive strengths (30, 40 and 50 MPa) and different curing regimes (with maximum temperatures of 20, 30, 40, 50 and 60 °C) at different equivalent ages (9, 12, 18, 24, 36, 100 and 168 h). From a series of regression analyses, a generalized rate-constant model was presented for the prediction of the compressive strength of HESC at an early age for its future application in precast prestressed units with savings in steam supply. The average and standard deviation of the ratios of the predictions to the test results were 0.97 and 0.22, respectively.
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title_short	Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures
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Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures

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