Evaluation of fire performance of polypropylene fiber RC slabs

Abstract The fire performance of five RC slabs after exposure to the standard ISO 834 fire test without loading has been experimentally investigated and the results presented in this paper. To prevent the explosive spalling of concrete and to control the rise of temperature in the steel re-bar durin...
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Gespeichert in:

Autor*in:	Chung, Chul Hun [verfasserIn] Lee, Jungwhee Kim, Hyun Jun

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2013

Schlagwörter:	fire performance Polypropylene(PP) fiber explosive spalling fire curve

Anmerkung:	© Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2013

Übergeordnetes Werk:	Enthalten in: KSCE journal of civil engineering - Seoul : Korean Soc. of Civil Engineers, 1997, 17(2013), 5 vom: 28. Juni, Seite 1040-1050
Übergeordnetes Werk:	volume:17 ; year:2013 ; number:5 ; day:28 ; month:06 ; pages:1040-1050

Links:	Volltext

DOI / URN:	10.1007/s12205-013-0101-y

Katalog-ID:	SPR025260081

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245	1	0	\|a Evaluation of fire performance of polypropylene fiber RC slabs
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520			\|a Abstract The fire performance of five RC slabs after exposure to the standard ISO 834 fire test without loading has been experimentally investigated and the results presented in this paper. To prevent the explosive spalling of concrete and to control the rise of temperature in the steel re-bar during fire, Polypropylene (PP) fiber was mixed in the slab and this improved the fire resistance of the concrete. During heating, concrete spalling was observed for concrete without PP fibers; however no spalling occurred in the specimens containing PP fibers. The maximum temperature of PP fiber concrete was lower than that of concrete without PP fibers. The results show that the fire performance of an RC slab is improved by adding PP fibers. Also, the addition of a volume fraction of PP fibers higher than 0.05% improves fire performance, including the reduction of explosive spalling and temperature. After fire damage, the residual load-carrying capacity of the RC specimen without PP fiber decreased to 67.5% of that of the intact case, but the specimens with PP fiber showed 91.6∼98.1% of intact load-carrying capacity. Therefore, it is confirmed that mixing RC with PP fiber can enhance residual load-carrying capacity after fire exposure.
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matchkey_str	article:19763808:2013----::vlainfieefracoplpoy
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publishDate	2013
allfields	10.1007/s12205-013-0101-y doi (DE-627)SPR025260081 (SPR)s12205-013-0101-y-e DE-627 ger DE-627 rakwb eng Chung, Chul Hun verfasserin aut Evaluation of fire performance of polypropylene fiber RC slabs 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2013 Abstract The fire performance of five RC slabs after exposure to the standard ISO 834 fire test without loading has been experimentally investigated and the results presented in this paper. To prevent the explosive spalling of concrete and to control the rise of temperature in the steel re-bar during fire, Polypropylene (PP) fiber was mixed in the slab and this improved the fire resistance of the concrete. During heating, concrete spalling was observed for concrete without PP fibers; however no spalling occurred in the specimens containing PP fibers. The maximum temperature of PP fiber concrete was lower than that of concrete without PP fibers. The results show that the fire performance of an RC slab is improved by adding PP fibers. Also, the addition of a volume fraction of PP fibers higher than 0.05% improves fire performance, including the reduction of explosive spalling and temperature. After fire damage, the residual load-carrying capacity of the RC specimen without PP fiber decreased to 67.5% of that of the intact case, but the specimens with PP fiber showed 91.6∼98.1% of intact load-carrying capacity. Therefore, it is confirmed that mixing RC with PP fiber can enhance residual load-carrying capacity after fire exposure. fire performance (dpeaa)DE-He213 Polypropylene(PP) fiber (dpeaa)DE-He213 explosive spalling (dpeaa)DE-He213 fire curve (dpeaa)DE-He213 Lee, Jungwhee aut Kim, Hyun Jun aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 17(2013), 5 vom: 28. Juni, Seite 1040-1050 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:17 year:2013 number:5 day:28 month:06 pages:1040-1050 https://dx.doi.org/10.1007/s12205-013-0101-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_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 17 2013 5 28 06 1040-1050
spelling	10.1007/s12205-013-0101-y doi (DE-627)SPR025260081 (SPR)s12205-013-0101-y-e DE-627 ger DE-627 rakwb eng Chung, Chul Hun verfasserin aut Evaluation of fire performance of polypropylene fiber RC slabs 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2013 Abstract The fire performance of five RC slabs after exposure to the standard ISO 834 fire test without loading has been experimentally investigated and the results presented in this paper. To prevent the explosive spalling of concrete and to control the rise of temperature in the steel re-bar during fire, Polypropylene (PP) fiber was mixed in the slab and this improved the fire resistance of the concrete. During heating, concrete spalling was observed for concrete without PP fibers; however no spalling occurred in the specimens containing PP fibers. The maximum temperature of PP fiber concrete was lower than that of concrete without PP fibers. The results show that the fire performance of an RC slab is improved by adding PP fibers. Also, the addition of a volume fraction of PP fibers higher than 0.05% improves fire performance, including the reduction of explosive spalling and temperature. After fire damage, the residual load-carrying capacity of the RC specimen without PP fiber decreased to 67.5% of that of the intact case, but the specimens with PP fiber showed 91.6∼98.1% of intact load-carrying capacity. Therefore, it is confirmed that mixing RC with PP fiber can enhance residual load-carrying capacity after fire exposure. fire performance (dpeaa)DE-He213 Polypropylene(PP) fiber (dpeaa)DE-He213 explosive spalling (dpeaa)DE-He213 fire curve (dpeaa)DE-He213 Lee, Jungwhee aut Kim, Hyun Jun aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 17(2013), 5 vom: 28. Juni, Seite 1040-1050 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:17 year:2013 number:5 day:28 month:06 pages:1040-1050 https://dx.doi.org/10.1007/s12205-013-0101-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_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 17 2013 5 28 06 1040-1050
allfields_unstemmed	10.1007/s12205-013-0101-y doi (DE-627)SPR025260081 (SPR)s12205-013-0101-y-e DE-627 ger DE-627 rakwb eng Chung, Chul Hun verfasserin aut Evaluation of fire performance of polypropylene fiber RC slabs 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2013 Abstract The fire performance of five RC slabs after exposure to the standard ISO 834 fire test without loading has been experimentally investigated and the results presented in this paper. To prevent the explosive spalling of concrete and to control the rise of temperature in the steel re-bar during fire, Polypropylene (PP) fiber was mixed in the slab and this improved the fire resistance of the concrete. During heating, concrete spalling was observed for concrete without PP fibers; however no spalling occurred in the specimens containing PP fibers. The maximum temperature of PP fiber concrete was lower than that of concrete without PP fibers. The results show that the fire performance of an RC slab is improved by adding PP fibers. Also, the addition of a volume fraction of PP fibers higher than 0.05% improves fire performance, including the reduction of explosive spalling and temperature. After fire damage, the residual load-carrying capacity of the RC specimen without PP fiber decreased to 67.5% of that of the intact case, but the specimens with PP fiber showed 91.6∼98.1% of intact load-carrying capacity. Therefore, it is confirmed that mixing RC with PP fiber can enhance residual load-carrying capacity after fire exposure. fire performance (dpeaa)DE-He213 Polypropylene(PP) fiber (dpeaa)DE-He213 explosive spalling (dpeaa)DE-He213 fire curve (dpeaa)DE-He213 Lee, Jungwhee aut Kim, Hyun Jun aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 17(2013), 5 vom: 28. Juni, Seite 1040-1050 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:17 year:2013 number:5 day:28 month:06 pages:1040-1050 https://dx.doi.org/10.1007/s12205-013-0101-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_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 17 2013 5 28 06 1040-1050
allfieldsGer	10.1007/s12205-013-0101-y doi (DE-627)SPR025260081 (SPR)s12205-013-0101-y-e DE-627 ger DE-627 rakwb eng Chung, Chul Hun verfasserin aut Evaluation of fire performance of polypropylene fiber RC slabs 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2013 Abstract The fire performance of five RC slabs after exposure to the standard ISO 834 fire test without loading has been experimentally investigated and the results presented in this paper. To prevent the explosive spalling of concrete and to control the rise of temperature in the steel re-bar during fire, Polypropylene (PP) fiber was mixed in the slab and this improved the fire resistance of the concrete. During heating, concrete spalling was observed for concrete without PP fibers; however no spalling occurred in the specimens containing PP fibers. The maximum temperature of PP fiber concrete was lower than that of concrete without PP fibers. The results show that the fire performance of an RC slab is improved by adding PP fibers. Also, the addition of a volume fraction of PP fibers higher than 0.05% improves fire performance, including the reduction of explosive spalling and temperature. After fire damage, the residual load-carrying capacity of the RC specimen without PP fiber decreased to 67.5% of that of the intact case, but the specimens with PP fiber showed 91.6∼98.1% of intact load-carrying capacity. Therefore, it is confirmed that mixing RC with PP fiber can enhance residual load-carrying capacity after fire exposure. fire performance (dpeaa)DE-He213 Polypropylene(PP) fiber (dpeaa)DE-He213 explosive spalling (dpeaa)DE-He213 fire curve (dpeaa)DE-He213 Lee, Jungwhee aut Kim, Hyun Jun aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 17(2013), 5 vom: 28. Juni, Seite 1040-1050 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:17 year:2013 number:5 day:28 month:06 pages:1040-1050 https://dx.doi.org/10.1007/s12205-013-0101-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_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 17 2013 5 28 06 1040-1050
allfieldsSound	10.1007/s12205-013-0101-y doi (DE-627)SPR025260081 (SPR)s12205-013-0101-y-e DE-627 ger DE-627 rakwb eng Chung, Chul Hun verfasserin aut Evaluation of fire performance of polypropylene fiber RC slabs 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2013 Abstract The fire performance of five RC slabs after exposure to the standard ISO 834 fire test without loading has been experimentally investigated and the results presented in this paper. To prevent the explosive spalling of concrete and to control the rise of temperature in the steel re-bar during fire, Polypropylene (PP) fiber was mixed in the slab and this improved the fire resistance of the concrete. During heating, concrete spalling was observed for concrete without PP fibers; however no spalling occurred in the specimens containing PP fibers. The maximum temperature of PP fiber concrete was lower than that of concrete without PP fibers. The results show that the fire performance of an RC slab is improved by adding PP fibers. Also, the addition of a volume fraction of PP fibers higher than 0.05% improves fire performance, including the reduction of explosive spalling and temperature. After fire damage, the residual load-carrying capacity of the RC specimen without PP fiber decreased to 67.5% of that of the intact case, but the specimens with PP fiber showed 91.6∼98.1% of intact load-carrying capacity. Therefore, it is confirmed that mixing RC with PP fiber can enhance residual load-carrying capacity after fire exposure. fire performance (dpeaa)DE-He213 Polypropylene(PP) fiber (dpeaa)DE-He213 explosive spalling (dpeaa)DE-He213 fire curve (dpeaa)DE-He213 Lee, Jungwhee aut Kim, Hyun Jun aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 17(2013), 5 vom: 28. Juni, Seite 1040-1050 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:17 year:2013 number:5 day:28 month:06 pages:1040-1050 https://dx.doi.org/10.1007/s12205-013-0101-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_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 17 2013 5 28 06 1040-1050
language	English
source	Enthalten in KSCE journal of civil engineering 17(2013), 5 vom: 28. Juni, Seite 1040-1050 volume:17 year:2013 number:5 day:28 month:06 pages:1040-1050
sourceStr	Enthalten in KSCE journal of civil engineering 17(2013), 5 vom: 28. Juni, Seite 1040-1050 volume:17 year:2013 number:5 day:28 month:06 pages:1040-1050
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	fire performance Polypropylene(PP) fiber explosive spalling fire curve
isfreeaccess_bool	false
container_title	KSCE journal of civil engineering
authorswithroles_txt_mv	Chung, Chul Hun @@aut@@ Lee, Jungwhee @@aut@@ Kim, Hyun Jun @@aut@@
publishDateDaySort_date	2013-06-28T00:00:00Z
hierarchy_top_id	57517238X
id	SPR025260081
language_de	englisch
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To prevent the explosive spalling of concrete and to control the rise of temperature in the steel re-bar during fire, Polypropylene (PP) fiber was mixed in the slab and this improved the fire resistance of the concrete. During heating, concrete spalling was observed for concrete without PP fibers; however no spalling occurred in the specimens containing PP fibers. The maximum temperature of PP fiber concrete was lower than that of concrete without PP fibers. The results show that the fire performance of an RC slab is improved by adding PP fibers. Also, the addition of a volume fraction of PP fibers higher than 0.05% improves fire performance, including the reduction of explosive spalling and temperature. After fire damage, the residual load-carrying capacity of the RC specimen without PP fiber decreased to 67.5% of that of the intact case, but the specimens with PP fiber showed 91.6∼98.1% of intact load-carrying capacity. 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author	Chung, Chul Hun
spellingShingle	Chung, Chul Hun misc fire performance misc Polypropylene(PP) fiber misc explosive spalling misc fire curve Evaluation of fire performance of polypropylene fiber RC slabs
authorStr	Chung, Chul Hun
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topic_title	Evaluation of fire performance of polypropylene fiber RC slabs fire performance (dpeaa)DE-He213 Polypropylene(PP) fiber (dpeaa)DE-He213 explosive spalling (dpeaa)DE-He213 fire curve (dpeaa)DE-He213
topic	misc fire performance misc Polypropylene(PP) fiber misc explosive spalling misc fire curve
topic_unstemmed	misc fire performance misc Polypropylene(PP) fiber misc explosive spalling misc fire curve
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title	Evaluation of fire performance of polypropylene fiber RC slabs
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title_full	Evaluation of fire performance of polypropylene fiber RC slabs
author_sort	Chung, Chul Hun
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author_browse	Chung, Chul Hun Lee, Jungwhee Kim, Hyun Jun
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author-letter	Chung, Chul Hun
doi_str_mv	10.1007/s12205-013-0101-y
title_sort	evaluation of fire performance of polypropylene fiber rc slabs
title_auth	Evaluation of fire performance of polypropylene fiber RC slabs
abstract	Abstract The fire performance of five RC slabs after exposure to the standard ISO 834 fire test without loading has been experimentally investigated and the results presented in this paper. To prevent the explosive spalling of concrete and to control the rise of temperature in the steel re-bar during fire, Polypropylene (PP) fiber was mixed in the slab and this improved the fire resistance of the concrete. During heating, concrete spalling was observed for concrete without PP fibers; however no spalling occurred in the specimens containing PP fibers. The maximum temperature of PP fiber concrete was lower than that of concrete without PP fibers. The results show that the fire performance of an RC slab is improved by adding PP fibers. Also, the addition of a volume fraction of PP fibers higher than 0.05% improves fire performance, including the reduction of explosive spalling and temperature. After fire damage, the residual load-carrying capacity of the RC specimen without PP fiber decreased to 67.5% of that of the intact case, but the specimens with PP fiber showed 91.6∼98.1% of intact load-carrying capacity. Therefore, it is confirmed that mixing RC with PP fiber can enhance residual load-carrying capacity after fire exposure. © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2013
abstractGer	Abstract The fire performance of five RC slabs after exposure to the standard ISO 834 fire test without loading has been experimentally investigated and the results presented in this paper. To prevent the explosive spalling of concrete and to control the rise of temperature in the steel re-bar during fire, Polypropylene (PP) fiber was mixed in the slab and this improved the fire resistance of the concrete. During heating, concrete spalling was observed for concrete without PP fibers; however no spalling occurred in the specimens containing PP fibers. The maximum temperature of PP fiber concrete was lower than that of concrete without PP fibers. The results show that the fire performance of an RC slab is improved by adding PP fibers. Also, the addition of a volume fraction of PP fibers higher than 0.05% improves fire performance, including the reduction of explosive spalling and temperature. After fire damage, the residual load-carrying capacity of the RC specimen without PP fiber decreased to 67.5% of that of the intact case, but the specimens with PP fiber showed 91.6∼98.1% of intact load-carrying capacity. Therefore, it is confirmed that mixing RC with PP fiber can enhance residual load-carrying capacity after fire exposure. © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2013
abstract_unstemmed	Abstract The fire performance of five RC slabs after exposure to the standard ISO 834 fire test without loading has been experimentally investigated and the results presented in this paper. To prevent the explosive spalling of concrete and to control the rise of temperature in the steel re-bar during fire, Polypropylene (PP) fiber was mixed in the slab and this improved the fire resistance of the concrete. During heating, concrete spalling was observed for concrete without PP fibers; however no spalling occurred in the specimens containing PP fibers. The maximum temperature of PP fiber concrete was lower than that of concrete without PP fibers. The results show that the fire performance of an RC slab is improved by adding PP fibers. Also, the addition of a volume fraction of PP fibers higher than 0.05% improves fire performance, including the reduction of explosive spalling and temperature. After fire damage, the residual load-carrying capacity of the RC specimen without PP fiber decreased to 67.5% of that of the intact case, but the specimens with PP fiber showed 91.6∼98.1% of intact load-carrying capacity. Therefore, it is confirmed that mixing RC with PP fiber can enhance residual load-carrying capacity after fire exposure. © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2013
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container_issue	5
title_short	Evaluation of fire performance of polypropylene fiber RC slabs
url	https://dx.doi.org/10.1007/s12205-013-0101-y
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author2	Lee, Jungwhee Kim, Hyun Jun
author2Str	Lee, Jungwhee Kim, Hyun Jun
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doi_str	10.1007/s12205-013-0101-y
up_date	2024-07-03T14:52:47.456Z
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Evaluation of fire performance of polypropylene fiber RC slabs

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