Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate

Abstract This paper presents an experimental study on the local bond behaviour of deformed steel rebars in high-strength concrete (HSC) incorporating high-quality recycled concrete aggregate (RCA) produced from a recycling plant in Flanders, Belgium. To examine the influence of the coarse RCA on the...
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Autor*in:	Sierens, Zeger [verfasserIn] Cai, Jingming [verfasserIn] Van Steen, Charlotte [verfasserIn] Verstrynge, Els [verfasserIn] Li, Jiabin [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2021

Schlagwörter:	Recycled concrete aggregate (RCA) Coarse fraction High-strength concrete (HSC) Local bond-slip Pull-out tests Maximum bond stress

Übergeordnetes Werk:	Enthalten in: Materials and structures - Cachan : RILEM Publications SARL, 1968, 54(2021), 1 vom: Feb.
Übergeordnetes Werk:	volume:54 ; year:2021 ; number:1 ; month:02

Links:	Volltext

DOI / URN:	10.1617/s11527-021-01639-4

Katalog-ID:	SPR04318636X

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520			\|a Abstract This paper presents an experimental study on the local bond behaviour of deformed steel rebars in high-strength concrete (HSC) incorporating high-quality recycled concrete aggregate (RCA) produced from a recycling plant in Flanders, Belgium. To examine the influence of the coarse RCA on the local bond behaviour between the rebars and concrete, a total of 5 concrete mixtures (target strength class C50/60) are prepared, in which the replacement percentage of the coarse RCA to the natural aggregate is 0, 10, 20, 50 and 100%, respectively. Deformation controlled pull-out tests with relatively short embedded length (3 times the diameter) of the steel rebars are carried out to investigate the local bond-slip behaviour between the steel rebars and HSC. The test results reveal that the incorporation of the RCA does not have a significant effect on the bond performance between the rebars and concrete. Based on the test data, a new model for predicting the maximum bond stress is proposed. The analytical relationship in fib Model Code 2010 generally agrees well with the measured bond-slip curve, irrespective of the RCA content in the concrete, provided that the measured maximum bond stress is used. A more accurate description of the bond-slip behaviour up to the relative slip of 1.0 mm can be achieved by adjusting the α-value in the equation in fib Model Code 2010.
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allfields	10.1617/s11527-021-01639-4 doi (DE-627)SPR04318636X (DE-599)SPRs11527-021-01639-4-e (SPR)s11527-021-01639-4-e DE-627 ger DE-627 rakwb eng 690 ASE 56.45 bkl 51.30 bkl Sierens, Zeger verfasserin aut Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper presents an experimental study on the local bond behaviour of deformed steel rebars in high-strength concrete (HSC) incorporating high-quality recycled concrete aggregate (RCA) produced from a recycling plant in Flanders, Belgium. To examine the influence of the coarse RCA on the local bond behaviour between the rebars and concrete, a total of 5 concrete mixtures (target strength class C50/60) are prepared, in which the replacement percentage of the coarse RCA to the natural aggregate is 0, 10, 20, 50 and 100%, respectively. Deformation controlled pull-out tests with relatively short embedded length (3 times the diameter) of the steel rebars are carried out to investigate the local bond-slip behaviour between the steel rebars and HSC. The test results reveal that the incorporation of the RCA does not have a significant effect on the bond performance between the rebars and concrete. Based on the test data, a new model for predicting the maximum bond stress is proposed. The analytical relationship in fib Model Code 2010 generally agrees well with the measured bond-slip curve, irrespective of the RCA content in the concrete, provided that the measured maximum bond stress is used. A more accurate description of the bond-slip behaviour up to the relative slip of 1.0 mm can be achieved by adjusting the α-value in the equation in fib Model Code 2010. Recycled concrete aggregate (RCA) (dpeaa)DE-He213 Coarse fraction (dpeaa)DE-He213 High-strength concrete (HSC) (dpeaa)DE-He213 Local bond-slip (dpeaa)DE-He213 Pull-out tests (dpeaa)DE-He213 Maximum bond stress (dpeaa)DE-He213 Cai, Jingming verfasserin aut Van Steen, Charlotte verfasserin aut Verstrynge, Els verfasserin aut Li, Jiabin verfasserin aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 54(2021), 1 vom: Feb. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:54 year:2021 number:1 month:02 https://dx.doi.org/10.1617/s11527-021-01639-4 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_152 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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 ASE 51.30 ASE AR 54 2021 1 02
spelling	10.1617/s11527-021-01639-4 doi (DE-627)SPR04318636X (DE-599)SPRs11527-021-01639-4-e (SPR)s11527-021-01639-4-e DE-627 ger DE-627 rakwb eng 690 ASE 56.45 bkl 51.30 bkl Sierens, Zeger verfasserin aut Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper presents an experimental study on the local bond behaviour of deformed steel rebars in high-strength concrete (HSC) incorporating high-quality recycled concrete aggregate (RCA) produced from a recycling plant in Flanders, Belgium. To examine the influence of the coarse RCA on the local bond behaviour between the rebars and concrete, a total of 5 concrete mixtures (target strength class C50/60) are prepared, in which the replacement percentage of the coarse RCA to the natural aggregate is 0, 10, 20, 50 and 100%, respectively. Deformation controlled pull-out tests with relatively short embedded length (3 times the diameter) of the steel rebars are carried out to investigate the local bond-slip behaviour between the steel rebars and HSC. The test results reveal that the incorporation of the RCA does not have a significant effect on the bond performance between the rebars and concrete. Based on the test data, a new model for predicting the maximum bond stress is proposed. The analytical relationship in fib Model Code 2010 generally agrees well with the measured bond-slip curve, irrespective of the RCA content in the concrete, provided that the measured maximum bond stress is used. A more accurate description of the bond-slip behaviour up to the relative slip of 1.0 mm can be achieved by adjusting the α-value in the equation in fib Model Code 2010. Recycled concrete aggregate (RCA) (dpeaa)DE-He213 Coarse fraction (dpeaa)DE-He213 High-strength concrete (HSC) (dpeaa)DE-He213 Local bond-slip (dpeaa)DE-He213 Pull-out tests (dpeaa)DE-He213 Maximum bond stress (dpeaa)DE-He213 Cai, Jingming verfasserin aut Van Steen, Charlotte verfasserin aut Verstrynge, Els verfasserin aut Li, Jiabin verfasserin aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 54(2021), 1 vom: Feb. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:54 year:2021 number:1 month:02 https://dx.doi.org/10.1617/s11527-021-01639-4 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_152 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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 ASE 51.30 ASE AR 54 2021 1 02
allfields_unstemmed	10.1617/s11527-021-01639-4 doi (DE-627)SPR04318636X (DE-599)SPRs11527-021-01639-4-e (SPR)s11527-021-01639-4-e DE-627 ger DE-627 rakwb eng 690 ASE 56.45 bkl 51.30 bkl Sierens, Zeger verfasserin aut Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper presents an experimental study on the local bond behaviour of deformed steel rebars in high-strength concrete (HSC) incorporating high-quality recycled concrete aggregate (RCA) produced from a recycling plant in Flanders, Belgium. To examine the influence of the coarse RCA on the local bond behaviour between the rebars and concrete, a total of 5 concrete mixtures (target strength class C50/60) are prepared, in which the replacement percentage of the coarse RCA to the natural aggregate is 0, 10, 20, 50 and 100%, respectively. Deformation controlled pull-out tests with relatively short embedded length (3 times the diameter) of the steel rebars are carried out to investigate the local bond-slip behaviour between the steel rebars and HSC. The test results reveal that the incorporation of the RCA does not have a significant effect on the bond performance between the rebars and concrete. Based on the test data, a new model for predicting the maximum bond stress is proposed. The analytical relationship in fib Model Code 2010 generally agrees well with the measured bond-slip curve, irrespective of the RCA content in the concrete, provided that the measured maximum bond stress is used. A more accurate description of the bond-slip behaviour up to the relative slip of 1.0 mm can be achieved by adjusting the α-value in the equation in fib Model Code 2010. Recycled concrete aggregate (RCA) (dpeaa)DE-He213 Coarse fraction (dpeaa)DE-He213 High-strength concrete (HSC) (dpeaa)DE-He213 Local bond-slip (dpeaa)DE-He213 Pull-out tests (dpeaa)DE-He213 Maximum bond stress (dpeaa)DE-He213 Cai, Jingming verfasserin aut Van Steen, Charlotte verfasserin aut Verstrynge, Els verfasserin aut Li, Jiabin verfasserin aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 54(2021), 1 vom: Feb. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:54 year:2021 number:1 month:02 https://dx.doi.org/10.1617/s11527-021-01639-4 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_152 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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 ASE 51.30 ASE AR 54 2021 1 02
allfieldsGer	10.1617/s11527-021-01639-4 doi (DE-627)SPR04318636X (DE-599)SPRs11527-021-01639-4-e (SPR)s11527-021-01639-4-e DE-627 ger DE-627 rakwb eng 690 ASE 56.45 bkl 51.30 bkl Sierens, Zeger verfasserin aut Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper presents an experimental study on the local bond behaviour of deformed steel rebars in high-strength concrete (HSC) incorporating high-quality recycled concrete aggregate (RCA) produced from a recycling plant in Flanders, Belgium. To examine the influence of the coarse RCA on the local bond behaviour between the rebars and concrete, a total of 5 concrete mixtures (target strength class C50/60) are prepared, in which the replacement percentage of the coarse RCA to the natural aggregate is 0, 10, 20, 50 and 100%, respectively. Deformation controlled pull-out tests with relatively short embedded length (3 times the diameter) of the steel rebars are carried out to investigate the local bond-slip behaviour between the steel rebars and HSC. The test results reveal that the incorporation of the RCA does not have a significant effect on the bond performance between the rebars and concrete. Based on the test data, a new model for predicting the maximum bond stress is proposed. The analytical relationship in fib Model Code 2010 generally agrees well with the measured bond-slip curve, irrespective of the RCA content in the concrete, provided that the measured maximum bond stress is used. A more accurate description of the bond-slip behaviour up to the relative slip of 1.0 mm can be achieved by adjusting the α-value in the equation in fib Model Code 2010. Recycled concrete aggregate (RCA) (dpeaa)DE-He213 Coarse fraction (dpeaa)DE-He213 High-strength concrete (HSC) (dpeaa)DE-He213 Local bond-slip (dpeaa)DE-He213 Pull-out tests (dpeaa)DE-He213 Maximum bond stress (dpeaa)DE-He213 Cai, Jingming verfasserin aut Van Steen, Charlotte verfasserin aut Verstrynge, Els verfasserin aut Li, Jiabin verfasserin aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 54(2021), 1 vom: Feb. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:54 year:2021 number:1 month:02 https://dx.doi.org/10.1617/s11527-021-01639-4 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_152 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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 ASE 51.30 ASE AR 54 2021 1 02
allfieldsSound	10.1617/s11527-021-01639-4 doi (DE-627)SPR04318636X (DE-599)SPRs11527-021-01639-4-e (SPR)s11527-021-01639-4-e DE-627 ger DE-627 rakwb eng 690 ASE 56.45 bkl 51.30 bkl Sierens, Zeger verfasserin aut Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper presents an experimental study on the local bond behaviour of deformed steel rebars in high-strength concrete (HSC) incorporating high-quality recycled concrete aggregate (RCA) produced from a recycling plant in Flanders, Belgium. To examine the influence of the coarse RCA on the local bond behaviour between the rebars and concrete, a total of 5 concrete mixtures (target strength class C50/60) are prepared, in which the replacement percentage of the coarse RCA to the natural aggregate is 0, 10, 20, 50 and 100%, respectively. Deformation controlled pull-out tests with relatively short embedded length (3 times the diameter) of the steel rebars are carried out to investigate the local bond-slip behaviour between the steel rebars and HSC. The test results reveal that the incorporation of the RCA does not have a significant effect on the bond performance between the rebars and concrete. Based on the test data, a new model for predicting the maximum bond stress is proposed. The analytical relationship in fib Model Code 2010 generally agrees well with the measured bond-slip curve, irrespective of the RCA content in the concrete, provided that the measured maximum bond stress is used. A more accurate description of the bond-slip behaviour up to the relative slip of 1.0 mm can be achieved by adjusting the α-value in the equation in fib Model Code 2010. Recycled concrete aggregate (RCA) (dpeaa)DE-He213 Coarse fraction (dpeaa)DE-He213 High-strength concrete (HSC) (dpeaa)DE-He213 Local bond-slip (dpeaa)DE-He213 Pull-out tests (dpeaa)DE-He213 Maximum bond stress (dpeaa)DE-He213 Cai, Jingming verfasserin aut Van Steen, Charlotte verfasserin aut Verstrynge, Els verfasserin aut Li, Jiabin verfasserin aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 54(2021), 1 vom: Feb. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:54 year:2021 number:1 month:02 https://dx.doi.org/10.1617/s11527-021-01639-4 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_152 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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 ASE 51.30 ASE AR 54 2021 1 02
language	English
source	Enthalten in Materials and structures 54(2021), 1 vom: Feb. volume:54 year:2021 number:1 month:02
sourceStr	Enthalten in Materials and structures 54(2021), 1 vom: Feb. volume:54 year:2021 number:1 month:02
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Recycled concrete aggregate (RCA) Coarse fraction High-strength concrete (HSC) Local bond-slip Pull-out tests Maximum bond stress
dewey-raw	690
isfreeaccess_bool	false
container_title	Materials and structures
authorswithroles_txt_mv	Sierens, Zeger @@aut@@ Cai, Jingming @@aut@@ Van Steen, Charlotte @@aut@@ Verstrynge, Els @@aut@@ Li, Jiabin @@aut@@
publishDateDaySort_date	2021-02-01T00:00:00Z
hierarchy_top_id	356252612
dewey-sort	3690
id	SPR04318636X
language_de	englisch
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author	Sierens, Zeger
spellingShingle	Sierens, Zeger ddc 690 bkl 56.45 bkl 51.30 misc Recycled concrete aggregate (RCA) misc Coarse fraction misc High-strength concrete (HSC) misc Local bond-slip misc Pull-out tests misc Maximum bond stress Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate
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topic_title	690 ASE 56.45 bkl 51.30 bkl Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate Recycled concrete aggregate (RCA) (dpeaa)DE-He213 Coarse fraction (dpeaa)DE-He213 High-strength concrete (HSC) (dpeaa)DE-He213 Local bond-slip (dpeaa)DE-He213 Pull-out tests (dpeaa)DE-He213 Maximum bond stress (dpeaa)DE-He213
topic	ddc 690 bkl 56.45 bkl 51.30 misc Recycled concrete aggregate (RCA) misc Coarse fraction misc High-strength concrete (HSC) misc Local bond-slip misc Pull-out tests misc Maximum bond stress
topic_unstemmed	ddc 690 bkl 56.45 bkl 51.30 misc Recycled concrete aggregate (RCA) misc Coarse fraction misc High-strength concrete (HSC) misc Local bond-slip misc Pull-out tests misc Maximum bond stress
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title	Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate
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title_full	Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate
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author_browse	Sierens, Zeger Cai, Jingming Van Steen, Charlotte Verstrynge, Els Li, Jiabin
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title_sort	bond performance of deformed steel rebars in hsc incorporating industrially produced recycled concrete aggregate
title_auth	Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate
abstract	Abstract This paper presents an experimental study on the local bond behaviour of deformed steel rebars in high-strength concrete (HSC) incorporating high-quality recycled concrete aggregate (RCA) produced from a recycling plant in Flanders, Belgium. To examine the influence of the coarse RCA on the local bond behaviour between the rebars and concrete, a total of 5 concrete mixtures (target strength class C50/60) are prepared, in which the replacement percentage of the coarse RCA to the natural aggregate is 0, 10, 20, 50 and 100%, respectively. Deformation controlled pull-out tests with relatively short embedded length (3 times the diameter) of the steel rebars are carried out to investigate the local bond-slip behaviour between the steel rebars and HSC. The test results reveal that the incorporation of the RCA does not have a significant effect on the bond performance between the rebars and concrete. Based on the test data, a new model for predicting the maximum bond stress is proposed. The analytical relationship in fib Model Code 2010 generally agrees well with the measured bond-slip curve, irrespective of the RCA content in the concrete, provided that the measured maximum bond stress is used. A more accurate description of the bond-slip behaviour up to the relative slip of 1.0 mm can be achieved by adjusting the α-value in the equation in fib Model Code 2010.
abstractGer	Abstract This paper presents an experimental study on the local bond behaviour of deformed steel rebars in high-strength concrete (HSC) incorporating high-quality recycled concrete aggregate (RCA) produced from a recycling plant in Flanders, Belgium. To examine the influence of the coarse RCA on the local bond behaviour between the rebars and concrete, a total of 5 concrete mixtures (target strength class C50/60) are prepared, in which the replacement percentage of the coarse RCA to the natural aggregate is 0, 10, 20, 50 and 100%, respectively. Deformation controlled pull-out tests with relatively short embedded length (3 times the diameter) of the steel rebars are carried out to investigate the local bond-slip behaviour between the steel rebars and HSC. The test results reveal that the incorporation of the RCA does not have a significant effect on the bond performance between the rebars and concrete. Based on the test data, a new model for predicting the maximum bond stress is proposed. The analytical relationship in fib Model Code 2010 generally agrees well with the measured bond-slip curve, irrespective of the RCA content in the concrete, provided that the measured maximum bond stress is used. A more accurate description of the bond-slip behaviour up to the relative slip of 1.0 mm can be achieved by adjusting the α-value in the equation in fib Model Code 2010.
abstract_unstemmed	Abstract This paper presents an experimental study on the local bond behaviour of deformed steel rebars in high-strength concrete (HSC) incorporating high-quality recycled concrete aggregate (RCA) produced from a recycling plant in Flanders, Belgium. To examine the influence of the coarse RCA on the local bond behaviour between the rebars and concrete, a total of 5 concrete mixtures (target strength class C50/60) are prepared, in which the replacement percentage of the coarse RCA to the natural aggregate is 0, 10, 20, 50 and 100%, respectively. Deformation controlled pull-out tests with relatively short embedded length (3 times the diameter) of the steel rebars are carried out to investigate the local bond-slip behaviour between the steel rebars and HSC. The test results reveal that the incorporation of the RCA does not have a significant effect on the bond performance between the rebars and concrete. Based on the test data, a new model for predicting the maximum bond stress is proposed. The analytical relationship in fib Model Code 2010 generally agrees well with the measured bond-slip curve, irrespective of the RCA content in the concrete, provided that the measured maximum bond stress is used. A more accurate description of the bond-slip behaviour up to the relative slip of 1.0 mm can be achieved by adjusting the α-value in the equation in fib Model Code 2010.
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title_short	Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate
url	https://dx.doi.org/10.1617/s11527-021-01639-4
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author2	Cai, Jingming Van Steen, Charlotte Verstrynge, Els Li, Jiabin
author2Str	Cai, Jingming Van Steen, Charlotte Verstrynge, Els Li, Jiabin
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doi_str	10.1617/s11527-021-01639-4
up_date	2024-07-03T17:06:09.235Z
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To examine the influence of the coarse RCA on the local bond behaviour between the rebars and concrete, a total of 5 concrete mixtures (target strength class C50/60) are prepared, in which the replacement percentage of the coarse RCA to the natural aggregate is 0, 10, 20, 50 and 100%, respectively. Deformation controlled pull-out tests with relatively short embedded length (3 times the diameter) of the steel rebars are carried out to investigate the local bond-slip behaviour between the steel rebars and HSC. The test results reveal that the incorporation of the RCA does not have a significant effect on the bond performance between the rebars and concrete. Based on the test data, a new model for predicting the maximum bond stress is proposed. The analytical relationship in fib Model Code 2010 generally agrees well with the measured bond-slip curve, irrespective of the RCA content in the concrete, provided that the measured maximum bond stress is used. 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Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate

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