Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement

Delayed ettringite formation and thermal cracks are two main concerns of temperature rise in mass concrete structures. The mass concrete containing limestone blended cement and fly ash has different hydration heat that was not well predicted by commercially available software. The purpose of this st...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Tahersima, Mohammad [verfasserIn] Tikalsky, Paul [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2017

Schlagwörter:	Hydration heat Limestone blended cement Finite element model Mass concrete

Übergeordnetes Werk:	Enthalten in: Construction and building materials - Amsterdam [u.a.] : Elsevier Science, 1987, 154, Seite 44-50
Übergeordnetes Werk:	volume:154 ; pages:44-50

DOI / URN:	10.1016/j.conbuildmat.2017.07.176

Katalog-ID:	ELV00053191X

Internformat


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520			\|a Delayed ettringite formation and thermal cracks are two main concerns of temperature rise in mass concrete structures. The mass concrete containing limestone blended cement and fly ash has different hydration heat that was not well predicted by commercially available software. The purpose of this study is to provide such data for designers or software developers. In this study, results of thermocouple measurement at the construction site are compared with a widely used commercial finite element model (FEM) and a widely used concrete design software package. Verification of the FEM with experimental data has been completed with cement ASTM C595 Type I limestone blended cement (IL) with a 25% replacement by mass of ASTM C618 Type C fly ash (FC). In this study, the same mixture design of construction site was used in modeling of hydration heat of full scale building. The heat of hydration for cement Type I-II and 25% of FC and cement Type IL are predicted to compare the results of hydration heat generated by different mix proportions. The FEM result has a much better compatibility with the construction site data with respect to the commercial concrete software results. The prediction accuracy of finite element results is about 15% more for the maximum temperature rise and 30% more for the peak time. Cement Type IL has greater hydration heat than cement Type I-II. Applying measured ambient temperature and calorimetry results are two main factors in precise prediction of hydration heat.
650		4	\|a Hydration heat
650		4	\|a Limestone blended cement
650		4	\|a Finite element model
650		4	\|a Mass concrete
700	1		\|a Tikalsky, Paul \|e verfasserin \|4 aut
773	0	8	\|i Enthalten in \|t Construction and building materials \|d Amsterdam [u.a.] : Elsevier Science, 1987 \|g 154, Seite 44-50 \|h Online-Ressource \|w (DE-627)320423115 \|w (DE-600)2002804-0 \|w (DE-576)259271187 \|7 nnns
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author_variant	m t mt p t pt
matchkey_str	tahersimamohammadtikalskypaul:2017----:iielmnmdlnohdainetncnrtsaogaelowt
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publishDate	2017
allfields	10.1016/j.conbuildmat.2017.07.176 doi (DE-627)ELV00053191X (ELSEVIER)S0950-0618(17)31518-0 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Tahersima, Mohammad verfasserin (orcid)0000-0001-9105-3578 aut Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Delayed ettringite formation and thermal cracks are two main concerns of temperature rise in mass concrete structures. The mass concrete containing limestone blended cement and fly ash has different hydration heat that was not well predicted by commercially available software. The purpose of this study is to provide such data for designers or software developers. In this study, results of thermocouple measurement at the construction site are compared with a widely used commercial finite element model (FEM) and a widely used concrete design software package. Verification of the FEM with experimental data has been completed with cement ASTM C595 Type I limestone blended cement (IL) with a 25% replacement by mass of ASTM C618 Type C fly ash (FC). In this study, the same mixture design of construction site was used in modeling of hydration heat of full scale building. The heat of hydration for cement Type I-II and 25% of FC and cement Type IL are predicted to compare the results of hydration heat generated by different mix proportions. The FEM result has a much better compatibility with the construction site data with respect to the commercial concrete software results. The prediction accuracy of finite element results is about 15% more for the maximum temperature rise and 30% more for the peak time. Cement Type IL has greater hydration heat than cement Type I-II. Applying measured ambient temperature and calorimetry results are two main factors in precise prediction of hydration heat. Hydration heat Limestone blended cement Finite element model Mass concrete Tikalsky, Paul verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 154, Seite 44-50 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:154 pages:44-50 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 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_2056 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_2098 GBV_ILN_2106 GBV_ILN_2108 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 154 44-50
spelling	10.1016/j.conbuildmat.2017.07.176 doi (DE-627)ELV00053191X (ELSEVIER)S0950-0618(17)31518-0 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Tahersima, Mohammad verfasserin (orcid)0000-0001-9105-3578 aut Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Delayed ettringite formation and thermal cracks are two main concerns of temperature rise in mass concrete structures. The mass concrete containing limestone blended cement and fly ash has different hydration heat that was not well predicted by commercially available software. The purpose of this study is to provide such data for designers or software developers. In this study, results of thermocouple measurement at the construction site are compared with a widely used commercial finite element model (FEM) and a widely used concrete design software package. Verification of the FEM with experimental data has been completed with cement ASTM C595 Type I limestone blended cement (IL) with a 25% replacement by mass of ASTM C618 Type C fly ash (FC). In this study, the same mixture design of construction site was used in modeling of hydration heat of full scale building. The heat of hydration for cement Type I-II and 25% of FC and cement Type IL are predicted to compare the results of hydration heat generated by different mix proportions. The FEM result has a much better compatibility with the construction site data with respect to the commercial concrete software results. The prediction accuracy of finite element results is about 15% more for the maximum temperature rise and 30% more for the peak time. Cement Type IL has greater hydration heat than cement Type I-II. Applying measured ambient temperature and calorimetry results are two main factors in precise prediction of hydration heat. Hydration heat Limestone blended cement Finite element model Mass concrete Tikalsky, Paul verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 154, Seite 44-50 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:154 pages:44-50 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 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_2056 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_2098 GBV_ILN_2106 GBV_ILN_2108 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 154 44-50
allfields_unstemmed	10.1016/j.conbuildmat.2017.07.176 doi (DE-627)ELV00053191X (ELSEVIER)S0950-0618(17)31518-0 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Tahersima, Mohammad verfasserin (orcid)0000-0001-9105-3578 aut Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Delayed ettringite formation and thermal cracks are two main concerns of temperature rise in mass concrete structures. The mass concrete containing limestone blended cement and fly ash has different hydration heat that was not well predicted by commercially available software. The purpose of this study is to provide such data for designers or software developers. In this study, results of thermocouple measurement at the construction site are compared with a widely used commercial finite element model (FEM) and a widely used concrete design software package. Verification of the FEM with experimental data has been completed with cement ASTM C595 Type I limestone blended cement (IL) with a 25% replacement by mass of ASTM C618 Type C fly ash (FC). In this study, the same mixture design of construction site was used in modeling of hydration heat of full scale building. The heat of hydration for cement Type I-II and 25% of FC and cement Type IL are predicted to compare the results of hydration heat generated by different mix proportions. The FEM result has a much better compatibility with the construction site data with respect to the commercial concrete software results. The prediction accuracy of finite element results is about 15% more for the maximum temperature rise and 30% more for the peak time. Cement Type IL has greater hydration heat than cement Type I-II. Applying measured ambient temperature and calorimetry results are two main factors in precise prediction of hydration heat. Hydration heat Limestone blended cement Finite element model Mass concrete Tikalsky, Paul verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 154, Seite 44-50 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:154 pages:44-50 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 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_2056 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_2098 GBV_ILN_2106 GBV_ILN_2108 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 154 44-50
allfieldsGer	10.1016/j.conbuildmat.2017.07.176 doi (DE-627)ELV00053191X (ELSEVIER)S0950-0618(17)31518-0 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Tahersima, Mohammad verfasserin (orcid)0000-0001-9105-3578 aut Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Delayed ettringite formation and thermal cracks are two main concerns of temperature rise in mass concrete structures. The mass concrete containing limestone blended cement and fly ash has different hydration heat that was not well predicted by commercially available software. The purpose of this study is to provide such data for designers or software developers. In this study, results of thermocouple measurement at the construction site are compared with a widely used commercial finite element model (FEM) and a widely used concrete design software package. Verification of the FEM with experimental data has been completed with cement ASTM C595 Type I limestone blended cement (IL) with a 25% replacement by mass of ASTM C618 Type C fly ash (FC). In this study, the same mixture design of construction site was used in modeling of hydration heat of full scale building. The heat of hydration for cement Type I-II and 25% of FC and cement Type IL are predicted to compare the results of hydration heat generated by different mix proportions. The FEM result has a much better compatibility with the construction site data with respect to the commercial concrete software results. The prediction accuracy of finite element results is about 15% more for the maximum temperature rise and 30% more for the peak time. Cement Type IL has greater hydration heat than cement Type I-II. Applying measured ambient temperature and calorimetry results are two main factors in precise prediction of hydration heat. Hydration heat Limestone blended cement Finite element model Mass concrete Tikalsky, Paul verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 154, Seite 44-50 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:154 pages:44-50 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 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_2056 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_2098 GBV_ILN_2106 GBV_ILN_2108 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 154 44-50
allfieldsSound	10.1016/j.conbuildmat.2017.07.176 doi (DE-627)ELV00053191X (ELSEVIER)S0950-0618(17)31518-0 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Tahersima, Mohammad verfasserin (orcid)0000-0001-9105-3578 aut Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Delayed ettringite formation and thermal cracks are two main concerns of temperature rise in mass concrete structures. The mass concrete containing limestone blended cement and fly ash has different hydration heat that was not well predicted by commercially available software. The purpose of this study is to provide such data for designers or software developers. In this study, results of thermocouple measurement at the construction site are compared with a widely used commercial finite element model (FEM) and a widely used concrete design software package. Verification of the FEM with experimental data has been completed with cement ASTM C595 Type I limestone blended cement (IL) with a 25% replacement by mass of ASTM C618 Type C fly ash (FC). In this study, the same mixture design of construction site was used in modeling of hydration heat of full scale building. The heat of hydration for cement Type I-II and 25% of FC and cement Type IL are predicted to compare the results of hydration heat generated by different mix proportions. The FEM result has a much better compatibility with the construction site data with respect to the commercial concrete software results. The prediction accuracy of finite element results is about 15% more for the maximum temperature rise and 30% more for the peak time. Cement Type IL has greater hydration heat than cement Type I-II. Applying measured ambient temperature and calorimetry results are two main factors in precise prediction of hydration heat. Hydration heat Limestone blended cement Finite element model Mass concrete Tikalsky, Paul verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 154, Seite 44-50 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:154 pages:44-50 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 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_2056 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_2098 GBV_ILN_2106 GBV_ILN_2108 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 154 44-50
language	English
source	Enthalten in Construction and building materials 154, Seite 44-50 volume:154 pages:44-50
sourceStr	Enthalten in Construction and building materials 154, Seite 44-50 volume:154 pages:44-50
format_phy_str_mv	Article
bklname	Baustoffkunde
institution	findex.gbv.de
topic_facet	Hydration heat Limestone blended cement Finite element model Mass concrete
dewey-raw	690
isfreeaccess_bool	false
container_title	Construction and building materials
authorswithroles_txt_mv	Tahersima, Mohammad @@aut@@ Tikalsky, Paul @@aut@@
publishDateDaySort_date	2017-01-01T00:00:00Z
hierarchy_top_id	320423115
dewey-sort	3690
id	ELV00053191X
language_de	englisch
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author	Tahersima, Mohammad
spellingShingle	Tahersima, Mohammad ddc 690 bkl 56.45 misc Hydration heat misc Limestone blended cement misc Finite element model misc Mass concrete Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement
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topic_title	690 DE-600 56.45 bkl Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement Hydration heat Limestone blended cement Finite element model Mass concrete
topic	ddc 690 bkl 56.45 misc Hydration heat misc Limestone blended cement misc Finite element model misc Mass concrete
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title	Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement
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title_full	Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement
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title_sort	finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement
title_auth	Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement
abstract	Delayed ettringite formation and thermal cracks are two main concerns of temperature rise in mass concrete structures. The mass concrete containing limestone blended cement and fly ash has different hydration heat that was not well predicted by commercially available software. The purpose of this study is to provide such data for designers or software developers. In this study, results of thermocouple measurement at the construction site are compared with a widely used commercial finite element model (FEM) and a widely used concrete design software package. Verification of the FEM with experimental data has been completed with cement ASTM C595 Type I limestone blended cement (IL) with a 25% replacement by mass of ASTM C618 Type C fly ash (FC). In this study, the same mixture design of construction site was used in modeling of hydration heat of full scale building. The heat of hydration for cement Type I-II and 25% of FC and cement Type IL are predicted to compare the results of hydration heat generated by different mix proportions. The FEM result has a much better compatibility with the construction site data with respect to the commercial concrete software results. The prediction accuracy of finite element results is about 15% more for the maximum temperature rise and 30% more for the peak time. Cement Type IL has greater hydration heat than cement Type I-II. Applying measured ambient temperature and calorimetry results are two main factors in precise prediction of hydration heat.
abstractGer	Delayed ettringite formation and thermal cracks are two main concerns of temperature rise in mass concrete structures. The mass concrete containing limestone blended cement and fly ash has different hydration heat that was not well predicted by commercially available software. The purpose of this study is to provide such data for designers or software developers. In this study, results of thermocouple measurement at the construction site are compared with a widely used commercial finite element model (FEM) and a widely used concrete design software package. Verification of the FEM with experimental data has been completed with cement ASTM C595 Type I limestone blended cement (IL) with a 25% replacement by mass of ASTM C618 Type C fly ash (FC). In this study, the same mixture design of construction site was used in modeling of hydration heat of full scale building. The heat of hydration for cement Type I-II and 25% of FC and cement Type IL are predicted to compare the results of hydration heat generated by different mix proportions. The FEM result has a much better compatibility with the construction site data with respect to the commercial concrete software results. The prediction accuracy of finite element results is about 15% more for the maximum temperature rise and 30% more for the peak time. Cement Type IL has greater hydration heat than cement Type I-II. Applying measured ambient temperature and calorimetry results are two main factors in precise prediction of hydration heat.
abstract_unstemmed	Delayed ettringite formation and thermal cracks are two main concerns of temperature rise in mass concrete structures. The mass concrete containing limestone blended cement and fly ash has different hydration heat that was not well predicted by commercially available software. The purpose of this study is to provide such data for designers or software developers. In this study, results of thermocouple measurement at the construction site are compared with a widely used commercial finite element model (FEM) and a widely used concrete design software package. Verification of the FEM with experimental data has been completed with cement ASTM C595 Type I limestone blended cement (IL) with a 25% replacement by mass of ASTM C618 Type C fly ash (FC). In this study, the same mixture design of construction site was used in modeling of hydration heat of full scale building. The heat of hydration for cement Type I-II and 25% of FC and cement Type IL are predicted to compare the results of hydration heat generated by different mix proportions. The FEM result has a much better compatibility with the construction site data with respect to the commercial concrete software results. The prediction accuracy of finite element results is about 15% more for the maximum temperature rise and 30% more for the peak time. Cement Type IL has greater hydration heat than cement Type I-II. Applying measured ambient temperature and calorimetry results are two main factors in precise prediction of hydration heat.
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title_short	Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement
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The mass concrete containing limestone blended cement and fly ash has different hydration heat that was not well predicted by commercially available software. The purpose of this study is to provide such data for designers or software developers. In this study, results of thermocouple measurement at the construction site are compared with a widely used commercial finite element model (FEM) and a widely used concrete design software package. Verification of the FEM with experimental data has been completed with cement ASTM C595 Type I limestone blended cement (IL) with a 25% replacement by mass of ASTM C618 Type C fly ash (FC). In this study, the same mixture design of construction site was used in modeling of hydration heat of full scale building. The heat of hydration for cement Type I-II and 25% of FC and cement Type IL are predicted to compare the results of hydration heat generated by different mix proportions. The FEM result has a much better compatibility with the construction site data with respect to the commercial concrete software results. The prediction accuracy of finite element results is about 15% more for the maximum temperature rise and 30% more for the peak time. Cement Type IL has greater hydration heat than cement Type I-II. Applying measured ambient temperature and calorimetry results are two main factors in precise prediction of hydration heat.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Hydration heat</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Limestone blended cement</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Finite element model</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Mass concrete</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Tikalsky, Paul</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Construction and building materials</subfield><subfield code="d">Amsterdam [u.a.] : Elsevier Science, 1987</subfield><subfield code="g">154, Seite 44-50</subfield><subfield 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Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement

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