Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test
Abstract This study investigates the bond–slip behavior between high-strength recycled coarse aggregate concrete (RAC) and ultra-high-strength steel bar with spiral groove (UHSSB). Twenty-four beam tests were carried out to consider the effects of recycled coarse aggregate (RCA) replacement ratio, c...
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| Autor*in: |
Tao, Xinyi [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022 |
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| Schlagwörter: |
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| Anmerkung: |
© Iran University of Science and Technology 2022 |
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| Übergeordnetes Werk: |
Enthalten in: International journal of civil engineering - [Cham] : Springer International Publishing, 2003, 20(2022), 10 vom: 07. Apr., Seite 1129-1144 |
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| Übergeordnetes Werk: |
volume:20 ; year:2022 ; number:10 ; day:07 ; month:04 ; pages:1129-1144 |
| Links: |
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| DOI / URN: |
10.1007/s40999-022-00719-y |
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| Katalog-ID: |
SPR048107719 |
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| 520 | |a Abstract This study investigates the bond–slip behavior between high-strength recycled coarse aggregate concrete (RAC) and ultra-high-strength steel bar with spiral groove (UHSSB). Twenty-four beam tests were carried out to consider the effects of recycled coarse aggregate (RCA) replacement ratio, concrete cover thickness, stirrup ratio, concrete strength, addition of steel fiber and presence of anti-corrosion coating. The influences of different parameters on failure mode, bond–slip curve and bond strength are discussed. The reinforcement is pulled out in all specimens before it yields. The reduction of the RCA replacement ratio, the increase of the concrete cover thickness or stirrup ratio, and the addition of steel fiber are capable of preventing the concrete from splitting and reducing the crack width. The RCA replacement ratio has little effect on bond strength which decreases by no more than 13%. Increasing the concrete cover thickness and increasing the stirrup ratio in a certain range can significantly increase the bond strength. However, mixing steel fiber has little effect on the bond strength. Furthermore, the bond strength of RAC is positively correlated with f’c1/2, which is similar to that of NAC. The anti-corrosion coating significantly reduces the bond strength. The bond–slip model is proposed based on the fitting of test results. The results of this research can provide a reference for the engineering application of high-strength RAC and UHSSB. | ||
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| 650 | 4 | |a Ultra-high-strength steel bar |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Beam test |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Bond behavior |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Bond–slip model |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Zhang, Jianwei |0 (orcid)0000-0003-4054-243X |4 aut | |
| 700 | 1 | |a Zhang, Yunyi |4 aut | |
| 700 | 1 | |a Li, Xiangyu |4 aut | |
| 700 | 1 | |a Zhang, Man |4 aut | |
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10.1007/s40999-022-00719-y doi (DE-627)SPR048107719 (SPR)s40999-022-00719-y-e DE-627 ger DE-627 rakwb eng Tao, Xinyi verfasserin aut Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Iran University of Science and Technology 2022 Abstract This study investigates the bond–slip behavior between high-strength recycled coarse aggregate concrete (RAC) and ultra-high-strength steel bar with spiral groove (UHSSB). Twenty-four beam tests were carried out to consider the effects of recycled coarse aggregate (RCA) replacement ratio, concrete cover thickness, stirrup ratio, concrete strength, addition of steel fiber and presence of anti-corrosion coating. The influences of different parameters on failure mode, bond–slip curve and bond strength are discussed. The reinforcement is pulled out in all specimens before it yields. The reduction of the RCA replacement ratio, the increase of the concrete cover thickness or stirrup ratio, and the addition of steel fiber are capable of preventing the concrete from splitting and reducing the crack width. The RCA replacement ratio has little effect on bond strength which decreases by no more than 13%. Increasing the concrete cover thickness and increasing the stirrup ratio in a certain range can significantly increase the bond strength. However, mixing steel fiber has little effect on the bond strength. Furthermore, the bond strength of RAC is positively correlated with f’c1/2, which is similar to that of NAC. The anti-corrosion coating significantly reduces the bond strength. The bond–slip model is proposed based on the fitting of test results. The results of this research can provide a reference for the engineering application of high-strength RAC and UHSSB. High-strength recycled coarse aggregate concrete (dpeaa)DE-He213 Ultra-high-strength steel bar (dpeaa)DE-He213 Beam test (dpeaa)DE-He213 Bond behavior (dpeaa)DE-He213 Bond–slip model (dpeaa)DE-He213 Zhang, Jianwei (orcid)0000-0003-4054-243X aut Zhang, Yunyi aut Li, Xiangyu aut Zhang, Man aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 20(2022), 10 vom: 07. Apr., Seite 1129-1144 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:20 year:2022 number:10 day:07 month:04 pages:1129-1144 https://dx.doi.org/10.1007/s40999-022-00719-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_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 AR 20 2022 10 07 04 1129-1144 |
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10.1007/s40999-022-00719-y doi (DE-627)SPR048107719 (SPR)s40999-022-00719-y-e DE-627 ger DE-627 rakwb eng Tao, Xinyi verfasserin aut Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Iran University of Science and Technology 2022 Abstract This study investigates the bond–slip behavior between high-strength recycled coarse aggregate concrete (RAC) and ultra-high-strength steel bar with spiral groove (UHSSB). Twenty-four beam tests were carried out to consider the effects of recycled coarse aggregate (RCA) replacement ratio, concrete cover thickness, stirrup ratio, concrete strength, addition of steel fiber and presence of anti-corrosion coating. The influences of different parameters on failure mode, bond–slip curve and bond strength are discussed. The reinforcement is pulled out in all specimens before it yields. The reduction of the RCA replacement ratio, the increase of the concrete cover thickness or stirrup ratio, and the addition of steel fiber are capable of preventing the concrete from splitting and reducing the crack width. The RCA replacement ratio has little effect on bond strength which decreases by no more than 13%. Increasing the concrete cover thickness and increasing the stirrup ratio in a certain range can significantly increase the bond strength. However, mixing steel fiber has little effect on the bond strength. Furthermore, the bond strength of RAC is positively correlated with f’c1/2, which is similar to that of NAC. The anti-corrosion coating significantly reduces the bond strength. The bond–slip model is proposed based on the fitting of test results. The results of this research can provide a reference for the engineering application of high-strength RAC and UHSSB. High-strength recycled coarse aggregate concrete (dpeaa)DE-He213 Ultra-high-strength steel bar (dpeaa)DE-He213 Beam test (dpeaa)DE-He213 Bond behavior (dpeaa)DE-He213 Bond–slip model (dpeaa)DE-He213 Zhang, Jianwei (orcid)0000-0003-4054-243X aut Zhang, Yunyi aut Li, Xiangyu aut Zhang, Man aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 20(2022), 10 vom: 07. Apr., Seite 1129-1144 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:20 year:2022 number:10 day:07 month:04 pages:1129-1144 https://dx.doi.org/10.1007/s40999-022-00719-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_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 AR 20 2022 10 07 04 1129-1144 |
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10.1007/s40999-022-00719-y doi (DE-627)SPR048107719 (SPR)s40999-022-00719-y-e DE-627 ger DE-627 rakwb eng Tao, Xinyi verfasserin aut Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Iran University of Science and Technology 2022 Abstract This study investigates the bond–slip behavior between high-strength recycled coarse aggregate concrete (RAC) and ultra-high-strength steel bar with spiral groove (UHSSB). Twenty-four beam tests were carried out to consider the effects of recycled coarse aggregate (RCA) replacement ratio, concrete cover thickness, stirrup ratio, concrete strength, addition of steel fiber and presence of anti-corrosion coating. The influences of different parameters on failure mode, bond–slip curve and bond strength are discussed. The reinforcement is pulled out in all specimens before it yields. The reduction of the RCA replacement ratio, the increase of the concrete cover thickness or stirrup ratio, and the addition of steel fiber are capable of preventing the concrete from splitting and reducing the crack width. The RCA replacement ratio has little effect on bond strength which decreases by no more than 13%. Increasing the concrete cover thickness and increasing the stirrup ratio in a certain range can significantly increase the bond strength. However, mixing steel fiber has little effect on the bond strength. Furthermore, the bond strength of RAC is positively correlated with f’c1/2, which is similar to that of NAC. The anti-corrosion coating significantly reduces the bond strength. The bond–slip model is proposed based on the fitting of test results. The results of this research can provide a reference for the engineering application of high-strength RAC and UHSSB. High-strength recycled coarse aggregate concrete (dpeaa)DE-He213 Ultra-high-strength steel bar (dpeaa)DE-He213 Beam test (dpeaa)DE-He213 Bond behavior (dpeaa)DE-He213 Bond–slip model (dpeaa)DE-He213 Zhang, Jianwei (orcid)0000-0003-4054-243X aut Zhang, Yunyi aut Li, Xiangyu aut Zhang, Man aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 20(2022), 10 vom: 07. Apr., Seite 1129-1144 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:20 year:2022 number:10 day:07 month:04 pages:1129-1144 https://dx.doi.org/10.1007/s40999-022-00719-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_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 AR 20 2022 10 07 04 1129-1144 |
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10.1007/s40999-022-00719-y doi (DE-627)SPR048107719 (SPR)s40999-022-00719-y-e DE-627 ger DE-627 rakwb eng Tao, Xinyi verfasserin aut Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Iran University of Science and Technology 2022 Abstract This study investigates the bond–slip behavior between high-strength recycled coarse aggregate concrete (RAC) and ultra-high-strength steel bar with spiral groove (UHSSB). Twenty-four beam tests were carried out to consider the effects of recycled coarse aggregate (RCA) replacement ratio, concrete cover thickness, stirrup ratio, concrete strength, addition of steel fiber and presence of anti-corrosion coating. The influences of different parameters on failure mode, bond–slip curve and bond strength are discussed. The reinforcement is pulled out in all specimens before it yields. The reduction of the RCA replacement ratio, the increase of the concrete cover thickness or stirrup ratio, and the addition of steel fiber are capable of preventing the concrete from splitting and reducing the crack width. The RCA replacement ratio has little effect on bond strength which decreases by no more than 13%. Increasing the concrete cover thickness and increasing the stirrup ratio in a certain range can significantly increase the bond strength. However, mixing steel fiber has little effect on the bond strength. Furthermore, the bond strength of RAC is positively correlated with f’c1/2, which is similar to that of NAC. The anti-corrosion coating significantly reduces the bond strength. The bond–slip model is proposed based on the fitting of test results. The results of this research can provide a reference for the engineering application of high-strength RAC and UHSSB. High-strength recycled coarse aggregate concrete (dpeaa)DE-He213 Ultra-high-strength steel bar (dpeaa)DE-He213 Beam test (dpeaa)DE-He213 Bond behavior (dpeaa)DE-He213 Bond–slip model (dpeaa)DE-He213 Zhang, Jianwei (orcid)0000-0003-4054-243X aut Zhang, Yunyi aut Li, Xiangyu aut Zhang, Man aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 20(2022), 10 vom: 07. Apr., Seite 1129-1144 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:20 year:2022 number:10 day:07 month:04 pages:1129-1144 https://dx.doi.org/10.1007/s40999-022-00719-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_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 AR 20 2022 10 07 04 1129-1144 |
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10.1007/s40999-022-00719-y doi (DE-627)SPR048107719 (SPR)s40999-022-00719-y-e DE-627 ger DE-627 rakwb eng Tao, Xinyi verfasserin aut Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Iran University of Science and Technology 2022 Abstract This study investigates the bond–slip behavior between high-strength recycled coarse aggregate concrete (RAC) and ultra-high-strength steel bar with spiral groove (UHSSB). Twenty-four beam tests were carried out to consider the effects of recycled coarse aggregate (RCA) replacement ratio, concrete cover thickness, stirrup ratio, concrete strength, addition of steel fiber and presence of anti-corrosion coating. The influences of different parameters on failure mode, bond–slip curve and bond strength are discussed. The reinforcement is pulled out in all specimens before it yields. The reduction of the RCA replacement ratio, the increase of the concrete cover thickness or stirrup ratio, and the addition of steel fiber are capable of preventing the concrete from splitting and reducing the crack width. The RCA replacement ratio has little effect on bond strength which decreases by no more than 13%. Increasing the concrete cover thickness and increasing the stirrup ratio in a certain range can significantly increase the bond strength. However, mixing steel fiber has little effect on the bond strength. Furthermore, the bond strength of RAC is positively correlated with f’c1/2, which is similar to that of NAC. The anti-corrosion coating significantly reduces the bond strength. The bond–slip model is proposed based on the fitting of test results. The results of this research can provide a reference for the engineering application of high-strength RAC and UHSSB. High-strength recycled coarse aggregate concrete (dpeaa)DE-He213 Ultra-high-strength steel bar (dpeaa)DE-He213 Beam test (dpeaa)DE-He213 Bond behavior (dpeaa)DE-He213 Bond–slip model (dpeaa)DE-He213 Zhang, Jianwei (orcid)0000-0003-4054-243X aut Zhang, Yunyi aut Li, Xiangyu aut Zhang, Man aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 20(2022), 10 vom: 07. Apr., Seite 1129-1144 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:20 year:2022 number:10 day:07 month:04 pages:1129-1144 https://dx.doi.org/10.1007/s40999-022-00719-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_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 AR 20 2022 10 07 04 1129-1144 |
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Enthalten in International journal of civil engineering 20(2022), 10 vom: 07. Apr., Seite 1129-1144 volume:20 year:2022 number:10 day:07 month:04 pages:1129-1144 |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">SPR048107719</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230509111554.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">220915s2022 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s40999-022-00719-y</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR048107719</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s40999-022-00719-y-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Tao, Xinyi</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2022</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Iran University of Science and Technology 2022</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract This study investigates the bond–slip behavior between high-strength recycled coarse aggregate concrete (RAC) and ultra-high-strength steel bar with spiral groove (UHSSB). Twenty-four beam tests were carried out to consider the effects of recycled coarse aggregate (RCA) replacement ratio, concrete cover thickness, stirrup ratio, concrete strength, addition of steel fiber and presence of anti-corrosion coating. The influences of different parameters on failure mode, bond–slip curve and bond strength are discussed. The reinforcement is pulled out in all specimens before it yields. The reduction of the RCA replacement ratio, the increase of the concrete cover thickness or stirrup ratio, and the addition of steel fiber are capable of preventing the concrete from splitting and reducing the crack width. The RCA replacement ratio has little effect on bond strength which decreases by no more than 13%. Increasing the concrete cover thickness and increasing the stirrup ratio in a certain range can significantly increase the bond strength. However, mixing steel fiber has little effect on the bond strength. Furthermore, the bond strength of RAC is positively correlated with f’c1/2, which is similar to that of NAC. The anti-corrosion coating significantly reduces the bond strength. The bond–slip model is proposed based on the fitting of test results. 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| author |
Tao, Xinyi |
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Tao, Xinyi misc High-strength recycled coarse aggregate concrete misc Ultra-high-strength steel bar misc Beam test misc Bond behavior misc Bond–slip model Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test |
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Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test High-strength recycled coarse aggregate concrete (dpeaa)DE-He213 Ultra-high-strength steel bar (dpeaa)DE-He213 Beam test (dpeaa)DE-He213 Bond behavior (dpeaa)DE-He213 Bond–slip model (dpeaa)DE-He213 |
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misc High-strength recycled coarse aggregate concrete misc Ultra-high-strength steel bar misc Beam test misc Bond behavior misc Bond–slip model |
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misc High-strength recycled coarse aggregate concrete misc Ultra-high-strength steel bar misc Beam test misc Bond behavior misc Bond–slip model |
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Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test |
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Tao, Xinyi |
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International journal of civil engineering |
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Tao, Xinyi Zhang, Jianwei Zhang, Yunyi Li, Xiangyu Zhang, Man |
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bond behavior between high-strength recycled aggregate concrete and uhssb using beam test |
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Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test |
| abstract |
Abstract This study investigates the bond–slip behavior between high-strength recycled coarse aggregate concrete (RAC) and ultra-high-strength steel bar with spiral groove (UHSSB). Twenty-four beam tests were carried out to consider the effects of recycled coarse aggregate (RCA) replacement ratio, concrete cover thickness, stirrup ratio, concrete strength, addition of steel fiber and presence of anti-corrosion coating. The influences of different parameters on failure mode, bond–slip curve and bond strength are discussed. The reinforcement is pulled out in all specimens before it yields. The reduction of the RCA replacement ratio, the increase of the concrete cover thickness or stirrup ratio, and the addition of steel fiber are capable of preventing the concrete from splitting and reducing the crack width. The RCA replacement ratio has little effect on bond strength which decreases by no more than 13%. Increasing the concrete cover thickness and increasing the stirrup ratio in a certain range can significantly increase the bond strength. However, mixing steel fiber has little effect on the bond strength. Furthermore, the bond strength of RAC is positively correlated with f’c1/2, which is similar to that of NAC. The anti-corrosion coating significantly reduces the bond strength. The bond–slip model is proposed based on the fitting of test results. The results of this research can provide a reference for the engineering application of high-strength RAC and UHSSB. © Iran University of Science and Technology 2022 |
| abstractGer |
Abstract This study investigates the bond–slip behavior between high-strength recycled coarse aggregate concrete (RAC) and ultra-high-strength steel bar with spiral groove (UHSSB). Twenty-four beam tests were carried out to consider the effects of recycled coarse aggregate (RCA) replacement ratio, concrete cover thickness, stirrup ratio, concrete strength, addition of steel fiber and presence of anti-corrosion coating. The influences of different parameters on failure mode, bond–slip curve and bond strength are discussed. The reinforcement is pulled out in all specimens before it yields. The reduction of the RCA replacement ratio, the increase of the concrete cover thickness or stirrup ratio, and the addition of steel fiber are capable of preventing the concrete from splitting and reducing the crack width. The RCA replacement ratio has little effect on bond strength which decreases by no more than 13%. Increasing the concrete cover thickness and increasing the stirrup ratio in a certain range can significantly increase the bond strength. However, mixing steel fiber has little effect on the bond strength. Furthermore, the bond strength of RAC is positively correlated with f’c1/2, which is similar to that of NAC. The anti-corrosion coating significantly reduces the bond strength. The bond–slip model is proposed based on the fitting of test results. The results of this research can provide a reference for the engineering application of high-strength RAC and UHSSB. © Iran University of Science and Technology 2022 |
| abstract_unstemmed |
Abstract This study investigates the bond–slip behavior between high-strength recycled coarse aggregate concrete (RAC) and ultra-high-strength steel bar with spiral groove (UHSSB). Twenty-four beam tests were carried out to consider the effects of recycled coarse aggregate (RCA) replacement ratio, concrete cover thickness, stirrup ratio, concrete strength, addition of steel fiber and presence of anti-corrosion coating. The influences of different parameters on failure mode, bond–slip curve and bond strength are discussed. The reinforcement is pulled out in all specimens before it yields. The reduction of the RCA replacement ratio, the increase of the concrete cover thickness or stirrup ratio, and the addition of steel fiber are capable of preventing the concrete from splitting and reducing the crack width. The RCA replacement ratio has little effect on bond strength which decreases by no more than 13%. Increasing the concrete cover thickness and increasing the stirrup ratio in a certain range can significantly increase the bond strength. However, mixing steel fiber has little effect on the bond strength. Furthermore, the bond strength of RAC is positively correlated with f’c1/2, which is similar to that of NAC. The anti-corrosion coating significantly reduces the bond strength. The bond–slip model is proposed based on the fitting of test results. The results of this research can provide a reference for the engineering application of high-strength RAC and UHSSB. © Iran University of Science and Technology 2022 |
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Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test |
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https://dx.doi.org/10.1007/s40999-022-00719-y |
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Zhang, Jianwei Zhang, Yunyi Li, Xiangyu Zhang, Man |
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Zhang, Jianwei Zhang, Yunyi Li, Xiangyu Zhang, Man |
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10.1007/s40999-022-00719-y |
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2024-07-03T17:03:27.621Z |
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| score |
7.399455 |