Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler
A comparative analysis of the thermal shock resistance of refractory concrete based on chamotte filler, such as traditional concrete, traditional concrete modified with the addition of microsilica, and medium-cement concrete, is performed. It is shown that the method employed to determine thermal sh...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Antonovich, V. [verfasserIn] Shyukshta, M. [verfasserIn] Pundene, I. [verfasserIn] Stonis, R. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2011 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Refractories and industrial ceramics - Dordrecht [u.a.] : Springer Science + Business Media B.V, 1960, 52(2011), 1 vom: 04. Juni |
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| Übergeordnetes Werk: |
volume:52 ; year:2011 ; number:1 ; day:04 ; month:06 |
| Links: |
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| DOI / URN: |
10.1007/s11148-011-9369-y |
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| Katalog-ID: |
SPR017119308 |
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| 245 | 1 | 0 | |a Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler |
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| 520 | |a A comparative analysis of the thermal shock resistance of refractory concrete based on chamotte filler, such as traditional concrete, traditional concrete modified with the addition of microsilica, and medium-cement concrete, is performed. It is shown that the method employed to determine thermal shock resistance with the use of cooling of the concrete samples with water cannot be applied to determine this indicator in the case of traditional and modified types of concrete due to the reaction of the water with minerals in the cement. The thermal shock resistance of different types of concrete determined by means of ultrasonic equipment and the calculated thermal shock resistance criterion Rst supplies the most accurate estimate of the thermal shock resistance of the types of concrete studied here. | ||
| 650 | 4 | |a refractory concrete |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a chamotte filler |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a thermal shock resistance |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a thermal shock resistance criterion |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a ? |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a thermal shock resistance criterion |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Shyukshta, M. |e verfasserin |4 aut | |
| 700 | 1 | |a Pundene, I. |e verfasserin |4 aut | |
| 700 | 1 | |a Stonis, R. |e verfasserin |4 aut | |
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10.1007/s11148-011-9369-y doi (DE-627)SPR017119308 (SPR)s11148-011-9369-y-e DE-627 ger DE-627 rakwb eng 670 ASE 58.45 bkl Antonovich, V. verfasserin aut Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler 2011 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A comparative analysis of the thermal shock resistance of refractory concrete based on chamotte filler, such as traditional concrete, traditional concrete modified with the addition of microsilica, and medium-cement concrete, is performed. It is shown that the method employed to determine thermal shock resistance with the use of cooling of the concrete samples with water cannot be applied to determine this indicator in the case of traditional and modified types of concrete due to the reaction of the water with minerals in the cement. The thermal shock resistance of different types of concrete determined by means of ultrasonic equipment and the calculated thermal shock resistance criterion Rst supplies the most accurate estimate of the thermal shock resistance of the types of concrete studied here. refractory concrete (dpeaa)DE-He213 chamotte filler (dpeaa)DE-He213 thermal shock resistance (dpeaa)DE-He213 thermal shock resistance criterion (dpeaa)DE-He213 ? (dpeaa)DE-He213 thermal shock resistance criterion (dpeaa)DE-He213 Shyukshta, M. verfasserin aut Pundene, I. verfasserin aut Stonis, R. verfasserin aut Enthalten in Refractories and industrial ceramics Dordrecht [u.a.] : Springer Science + Business Media B.V, 1960 52(2011), 1 vom: 04. Juni (DE-627)325570264 (DE-600)2037316-8 1573-9139 nnns volume:52 year:2011 number:1 day:04 month:06 https://dx.doi.org/10.1007/s11148-011-9369-y 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_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_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 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_2056 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 58.45 ASE AR 52 2011 1 04 06 |
| spelling |
10.1007/s11148-011-9369-y doi (DE-627)SPR017119308 (SPR)s11148-011-9369-y-e DE-627 ger DE-627 rakwb eng 670 ASE 58.45 bkl Antonovich, V. verfasserin aut Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler 2011 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A comparative analysis of the thermal shock resistance of refractory concrete based on chamotte filler, such as traditional concrete, traditional concrete modified with the addition of microsilica, and medium-cement concrete, is performed. It is shown that the method employed to determine thermal shock resistance with the use of cooling of the concrete samples with water cannot be applied to determine this indicator in the case of traditional and modified types of concrete due to the reaction of the water with minerals in the cement. The thermal shock resistance of different types of concrete determined by means of ultrasonic equipment and the calculated thermal shock resistance criterion Rst supplies the most accurate estimate of the thermal shock resistance of the types of concrete studied here. refractory concrete (dpeaa)DE-He213 chamotte filler (dpeaa)DE-He213 thermal shock resistance (dpeaa)DE-He213 thermal shock resistance criterion (dpeaa)DE-He213 ? (dpeaa)DE-He213 thermal shock resistance criterion (dpeaa)DE-He213 Shyukshta, M. verfasserin aut Pundene, I. verfasserin aut Stonis, R. verfasserin aut Enthalten in Refractories and industrial ceramics Dordrecht [u.a.] : Springer Science + Business Media B.V, 1960 52(2011), 1 vom: 04. Juni (DE-627)325570264 (DE-600)2037316-8 1573-9139 nnns volume:52 year:2011 number:1 day:04 month:06 https://dx.doi.org/10.1007/s11148-011-9369-y 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_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_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 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_2056 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 58.45 ASE AR 52 2011 1 04 06 |
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10.1007/s11148-011-9369-y doi (DE-627)SPR017119308 (SPR)s11148-011-9369-y-e DE-627 ger DE-627 rakwb eng 670 ASE 58.45 bkl Antonovich, V. verfasserin aut Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler 2011 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A comparative analysis of the thermal shock resistance of refractory concrete based on chamotte filler, such as traditional concrete, traditional concrete modified with the addition of microsilica, and medium-cement concrete, is performed. It is shown that the method employed to determine thermal shock resistance with the use of cooling of the concrete samples with water cannot be applied to determine this indicator in the case of traditional and modified types of concrete due to the reaction of the water with minerals in the cement. The thermal shock resistance of different types of concrete determined by means of ultrasonic equipment and the calculated thermal shock resistance criterion Rst supplies the most accurate estimate of the thermal shock resistance of the types of concrete studied here. refractory concrete (dpeaa)DE-He213 chamotte filler (dpeaa)DE-He213 thermal shock resistance (dpeaa)DE-He213 thermal shock resistance criterion (dpeaa)DE-He213 ? (dpeaa)DE-He213 thermal shock resistance criterion (dpeaa)DE-He213 Shyukshta, M. verfasserin aut Pundene, I. verfasserin aut Stonis, R. verfasserin aut Enthalten in Refractories and industrial ceramics Dordrecht [u.a.] : Springer Science + Business Media B.V, 1960 52(2011), 1 vom: 04. Juni (DE-627)325570264 (DE-600)2037316-8 1573-9139 nnns volume:52 year:2011 number:1 day:04 month:06 https://dx.doi.org/10.1007/s11148-011-9369-y 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_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_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 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_2056 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 58.45 ASE AR 52 2011 1 04 06 |
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10.1007/s11148-011-9369-y doi (DE-627)SPR017119308 (SPR)s11148-011-9369-y-e DE-627 ger DE-627 rakwb eng 670 ASE 58.45 bkl Antonovich, V. verfasserin aut Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler 2011 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A comparative analysis of the thermal shock resistance of refractory concrete based on chamotte filler, such as traditional concrete, traditional concrete modified with the addition of microsilica, and medium-cement concrete, is performed. It is shown that the method employed to determine thermal shock resistance with the use of cooling of the concrete samples with water cannot be applied to determine this indicator in the case of traditional and modified types of concrete due to the reaction of the water with minerals in the cement. The thermal shock resistance of different types of concrete determined by means of ultrasonic equipment and the calculated thermal shock resistance criterion Rst supplies the most accurate estimate of the thermal shock resistance of the types of concrete studied here. refractory concrete (dpeaa)DE-He213 chamotte filler (dpeaa)DE-He213 thermal shock resistance (dpeaa)DE-He213 thermal shock resistance criterion (dpeaa)DE-He213 ? (dpeaa)DE-He213 thermal shock resistance criterion (dpeaa)DE-He213 Shyukshta, M. verfasserin aut Pundene, I. verfasserin aut Stonis, R. verfasserin aut Enthalten in Refractories and industrial ceramics Dordrecht [u.a.] : Springer Science + Business Media B.V, 1960 52(2011), 1 vom: 04. Juni (DE-627)325570264 (DE-600)2037316-8 1573-9139 nnns volume:52 year:2011 number:1 day:04 month:06 https://dx.doi.org/10.1007/s11148-011-9369-y 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_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_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 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_2056 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 58.45 ASE AR 52 2011 1 04 06 |
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10.1007/s11148-011-9369-y doi (DE-627)SPR017119308 (SPR)s11148-011-9369-y-e DE-627 ger DE-627 rakwb eng 670 ASE 58.45 bkl Antonovich, V. verfasserin aut Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler 2011 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A comparative analysis of the thermal shock resistance of refractory concrete based on chamotte filler, such as traditional concrete, traditional concrete modified with the addition of microsilica, and medium-cement concrete, is performed. It is shown that the method employed to determine thermal shock resistance with the use of cooling of the concrete samples with water cannot be applied to determine this indicator in the case of traditional and modified types of concrete due to the reaction of the water with minerals in the cement. The thermal shock resistance of different types of concrete determined by means of ultrasonic equipment and the calculated thermal shock resistance criterion Rst supplies the most accurate estimate of the thermal shock resistance of the types of concrete studied here. refractory concrete (dpeaa)DE-He213 chamotte filler (dpeaa)DE-He213 thermal shock resistance (dpeaa)DE-He213 thermal shock resistance criterion (dpeaa)DE-He213 ? (dpeaa)DE-He213 thermal shock resistance criterion (dpeaa)DE-He213 Shyukshta, M. verfasserin aut Pundene, I. verfasserin aut Stonis, R. verfasserin aut Enthalten in Refractories and industrial ceramics Dordrecht [u.a.] : Springer Science + Business Media B.V, 1960 52(2011), 1 vom: 04. Juni (DE-627)325570264 (DE-600)2037316-8 1573-9139 nnns volume:52 year:2011 number:1 day:04 month:06 https://dx.doi.org/10.1007/s11148-011-9369-y 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_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_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 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_2056 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 58.45 ASE AR 52 2011 1 04 06 |
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Enthalten in Refractories and industrial ceramics 52(2011), 1 vom: 04. Juni volume:52 year:2011 number:1 day:04 month:06 |
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Refractories and industrial ceramics |
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Antonovich, V. @@aut@@ Shyukshta, M. @@aut@@ Pundene, I. @@aut@@ Stonis, R. @@aut@@ |
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| author |
Antonovich, V. |
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Antonovich, V. ddc 670 bkl 58.45 misc refractory concrete misc chamotte filler misc thermal shock resistance misc thermal shock resistance criterion misc ? Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler |
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670 ASE 58.45 bkl Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler refractory concrete (dpeaa)DE-He213 chamotte filler (dpeaa)DE-He213 thermal shock resistance (dpeaa)DE-He213 thermal shock resistance criterion (dpeaa)DE-He213 ? (dpeaa)DE-He213 |
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ddc 670 bkl 58.45 misc refractory concrete misc chamotte filler misc thermal shock resistance misc thermal shock resistance criterion misc ? |
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ddc 670 bkl 58.45 misc refractory concrete misc chamotte filler misc thermal shock resistance misc thermal shock resistance criterion misc ? |
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Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler |
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Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler |
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Antonovich, V. |
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Refractories and industrial ceramics |
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Antonovich, V. Shyukshta, M. Pundene, I. Stonis, R. |
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Antonovich, V. |
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procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler |
| title_auth |
Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler |
| abstract |
A comparative analysis of the thermal shock resistance of refractory concrete based on chamotte filler, such as traditional concrete, traditional concrete modified with the addition of microsilica, and medium-cement concrete, is performed. It is shown that the method employed to determine thermal shock resistance with the use of cooling of the concrete samples with water cannot be applied to determine this indicator in the case of traditional and modified types of concrete due to the reaction of the water with minerals in the cement. The thermal shock resistance of different types of concrete determined by means of ultrasonic equipment and the calculated thermal shock resistance criterion Rst supplies the most accurate estimate of the thermal shock resistance of the types of concrete studied here. |
| abstractGer |
A comparative analysis of the thermal shock resistance of refractory concrete based on chamotte filler, such as traditional concrete, traditional concrete modified with the addition of microsilica, and medium-cement concrete, is performed. It is shown that the method employed to determine thermal shock resistance with the use of cooling of the concrete samples with water cannot be applied to determine this indicator in the case of traditional and modified types of concrete due to the reaction of the water with minerals in the cement. The thermal shock resistance of different types of concrete determined by means of ultrasonic equipment and the calculated thermal shock resistance criterion Rst supplies the most accurate estimate of the thermal shock resistance of the types of concrete studied here. |
| abstract_unstemmed |
A comparative analysis of the thermal shock resistance of refractory concrete based on chamotte filler, such as traditional concrete, traditional concrete modified with the addition of microsilica, and medium-cement concrete, is performed. It is shown that the method employed to determine thermal shock resistance with the use of cooling of the concrete samples with water cannot be applied to determine this indicator in the case of traditional and modified types of concrete due to the reaction of the water with minerals in the cement. The thermal shock resistance of different types of concrete determined by means of ultrasonic equipment and the calculated thermal shock resistance criterion Rst supplies the most accurate estimate of the thermal shock resistance of the types of concrete studied here. |
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Procedural elements in estimation of the thermal shock resistance of different types of refractory concrete based on chamotte filler |
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https://dx.doi.org/10.1007/s11148-011-9369-y |
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Shyukshta, M. Pundene, I. Stonis, R. |
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Shyukshta, M. Pundene, I. Stonis, R. |
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| doi_str |
10.1007/s11148-011-9369-y |
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2024-07-04T02:17:15.967Z |
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| score |
7.3996515 |