The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation

Present research brings a broad analysis on the influence of steel fibers on quasi-static and fatigue rebar pull out loading. The analysis covers the impact of fiber addition on diverse mechanical parameters, such as peak bond strength, stiffness and bond degradation under fatigue. A model previousl...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Monteiro, Vitor Moreira de Alencar [verfasserIn] Cardoso, Daniel Carlos Taissum [verfasserIn] Silva, Flávio de Andrade [verfasserIn] Mobasher, Barzin [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	Pull out Bond-slip behavior Fatigue response Analytical model Bond degradation

Übergeordnetes Werk:	Enthalten in: Construction and building materials - Amsterdam [u.a.] : Elsevier Science, 1987, 411
Übergeordnetes Werk:	volume:411

DOI / URN:	10.1016/j.conbuildmat.2023.134357

Katalog-ID:	ELV066556295

Internformat


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245	1	0	\|a The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation
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520			\|a Present research brings a broad analysis on the influence of steel fibers on quasi-static and fatigue rebar pull out loading. The analysis covers the impact of fiber addition on diverse mechanical parameters, such as peak bond strength, stiffness and bond degradation under fatigue. A model previously developed for single fiber pull out in the literature was modified in order to study the bond response through analytical equations. The fiber reinforcement is responsible for providing post-crack resistance to the composite, raising the confinement around the interface and significantly increasing the peak bond strength. Moreover, by enhancing the bond strength, the addition of steel fibers could successfully increase fatigue life of cyclic pull out tests. Finally, the proposed model for rebar pull out from steel fiber reinforced concrete matrices successfully fitted the bond-slip behavior observed the experimental data. The model divided the bond-slip response in three distinct stages: elastic, nonlinear and dynamic.
650		4	\|a Pull out
650		4	\|a Bond-slip behavior
650		4	\|a Fatigue response
650		4	\|a Analytical model
650		4	\|a Bond degradation
700	1		\|a Cardoso, Daniel Carlos Taissum \|e verfasserin \|4 aut
700	1		\|a Silva, Flávio de Andrade \|e verfasserin \|0 (orcid)0000-0002-0160-7619 \|4 aut
700	1		\|a Mobasher, Barzin \|e verfasserin \|4 aut
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matchkey_str	monteirovitormoreiradealencarcardosodani:2023----:hifuneftefbroteodlpeairewerbradoceexeiet
hierarchy_sort_str	2023
bklnumber	56.45
publishDate	2023
allfields	10.1016/j.conbuildmat.2023.134357 doi (DE-627)ELV066556295 (ELSEVIER)S0950-0618(23)04075-8 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Monteiro, Vitor Moreira de Alencar verfasserin aut The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Present research brings a broad analysis on the influence of steel fibers on quasi-static and fatigue rebar pull out loading. The analysis covers the impact of fiber addition on diverse mechanical parameters, such as peak bond strength, stiffness and bond degradation under fatigue. A model previously developed for single fiber pull out in the literature was modified in order to study the bond response through analytical equations. The fiber reinforcement is responsible for providing post-crack resistance to the composite, raising the confinement around the interface and significantly increasing the peak bond strength. Moreover, by enhancing the bond strength, the addition of steel fibers could successfully increase fatigue life of cyclic pull out tests. Finally, the proposed model for rebar pull out from steel fiber reinforced concrete matrices successfully fitted the bond-slip behavior observed the experimental data. The model divided the bond-slip response in three distinct stages: elastic, nonlinear and dynamic. Pull out Bond-slip behavior Fatigue response Analytical model Bond degradation Cardoso, Daniel Carlos Taissum verfasserin aut Silva, Flávio de Andrade verfasserin (orcid)0000-0002-0160-7619 aut Mobasher, Barzin verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 411 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:411 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 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_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 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_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde VZ AR 411
spelling	10.1016/j.conbuildmat.2023.134357 doi (DE-627)ELV066556295 (ELSEVIER)S0950-0618(23)04075-8 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Monteiro, Vitor Moreira de Alencar verfasserin aut The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Present research brings a broad analysis on the influence of steel fibers on quasi-static and fatigue rebar pull out loading. The analysis covers the impact of fiber addition on diverse mechanical parameters, such as peak bond strength, stiffness and bond degradation under fatigue. A model previously developed for single fiber pull out in the literature was modified in order to study the bond response through analytical equations. The fiber reinforcement is responsible for providing post-crack resistance to the composite, raising the confinement around the interface and significantly increasing the peak bond strength. Moreover, by enhancing the bond strength, the addition of steel fibers could successfully increase fatigue life of cyclic pull out tests. Finally, the proposed model for rebar pull out from steel fiber reinforced concrete matrices successfully fitted the bond-slip behavior observed the experimental data. The model divided the bond-slip response in three distinct stages: elastic, nonlinear and dynamic. Pull out Bond-slip behavior Fatigue response Analytical model Bond degradation Cardoso, Daniel Carlos Taissum verfasserin aut Silva, Flávio de Andrade verfasserin (orcid)0000-0002-0160-7619 aut Mobasher, Barzin verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 411 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:411 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 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_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 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_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde VZ AR 411
allfields_unstemmed	10.1016/j.conbuildmat.2023.134357 doi (DE-627)ELV066556295 (ELSEVIER)S0950-0618(23)04075-8 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Monteiro, Vitor Moreira de Alencar verfasserin aut The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Present research brings a broad analysis on the influence of steel fibers on quasi-static and fatigue rebar pull out loading. The analysis covers the impact of fiber addition on diverse mechanical parameters, such as peak bond strength, stiffness and bond degradation under fatigue. A model previously developed for single fiber pull out in the literature was modified in order to study the bond response through analytical equations. The fiber reinforcement is responsible for providing post-crack resistance to the composite, raising the confinement around the interface and significantly increasing the peak bond strength. Moreover, by enhancing the bond strength, the addition of steel fibers could successfully increase fatigue life of cyclic pull out tests. Finally, the proposed model for rebar pull out from steel fiber reinforced concrete matrices successfully fitted the bond-slip behavior observed the experimental data. The model divided the bond-slip response in three distinct stages: elastic, nonlinear and dynamic. Pull out Bond-slip behavior Fatigue response Analytical model Bond degradation Cardoso, Daniel Carlos Taissum verfasserin aut Silva, Flávio de Andrade verfasserin (orcid)0000-0002-0160-7619 aut Mobasher, Barzin verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 411 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:411 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 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_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 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_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde VZ AR 411
allfieldsGer	10.1016/j.conbuildmat.2023.134357 doi (DE-627)ELV066556295 (ELSEVIER)S0950-0618(23)04075-8 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Monteiro, Vitor Moreira de Alencar verfasserin aut The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Present research brings a broad analysis on the influence of steel fibers on quasi-static and fatigue rebar pull out loading. The analysis covers the impact of fiber addition on diverse mechanical parameters, such as peak bond strength, stiffness and bond degradation under fatigue. A model previously developed for single fiber pull out in the literature was modified in order to study the bond response through analytical equations. The fiber reinforcement is responsible for providing post-crack resistance to the composite, raising the confinement around the interface and significantly increasing the peak bond strength. Moreover, by enhancing the bond strength, the addition of steel fibers could successfully increase fatigue life of cyclic pull out tests. Finally, the proposed model for rebar pull out from steel fiber reinforced concrete matrices successfully fitted the bond-slip behavior observed the experimental data. The model divided the bond-slip response in three distinct stages: elastic, nonlinear and dynamic. Pull out Bond-slip behavior Fatigue response Analytical model Bond degradation Cardoso, Daniel Carlos Taissum verfasserin aut Silva, Flávio de Andrade verfasserin (orcid)0000-0002-0160-7619 aut Mobasher, Barzin verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 411 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:411 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 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_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 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_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde VZ AR 411
allfieldsSound	10.1016/j.conbuildmat.2023.134357 doi (DE-627)ELV066556295 (ELSEVIER)S0950-0618(23)04075-8 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Monteiro, Vitor Moreira de Alencar verfasserin aut The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Present research brings a broad analysis on the influence of steel fibers on quasi-static and fatigue rebar pull out loading. The analysis covers the impact of fiber addition on diverse mechanical parameters, such as peak bond strength, stiffness and bond degradation under fatigue. A model previously developed for single fiber pull out in the literature was modified in order to study the bond response through analytical equations. The fiber reinforcement is responsible for providing post-crack resistance to the composite, raising the confinement around the interface and significantly increasing the peak bond strength. Moreover, by enhancing the bond strength, the addition of steel fibers could successfully increase fatigue life of cyclic pull out tests. Finally, the proposed model for rebar pull out from steel fiber reinforced concrete matrices successfully fitted the bond-slip behavior observed the experimental data. The model divided the bond-slip response in three distinct stages: elastic, nonlinear and dynamic. Pull out Bond-slip behavior Fatigue response Analytical model Bond degradation Cardoso, Daniel Carlos Taissum verfasserin aut Silva, Flávio de Andrade verfasserin (orcid)0000-0002-0160-7619 aut Mobasher, Barzin verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 411 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:411 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 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_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 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_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde VZ AR 411
language	English
source	Enthalten in Construction and building materials 411 volume:411
sourceStr	Enthalten in Construction and building materials 411 volume:411
format_phy_str_mv	Article
bklname	Baustoffkunde
institution	findex.gbv.de
topic_facet	Pull out Bond-slip behavior Fatigue response Analytical model Bond degradation
dewey-raw	690
isfreeaccess_bool	false
container_title	Construction and building materials
authorswithroles_txt_mv	Monteiro, Vitor Moreira de Alencar @@aut@@ Cardoso, Daniel Carlos Taissum @@aut@@ Silva, Flávio de Andrade @@aut@@ Mobasher, Barzin @@aut@@
publishDateDaySort_date	2023-01-01T00:00:00Z
hierarchy_top_id	320423115
dewey-sort	3690
id	ELV066556295
language_de	englisch
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author	Monteiro, Vitor Moreira de Alencar
spellingShingle	Monteiro, Vitor Moreira de Alencar ddc 690 bkl 56.45 misc Pull out misc Bond-slip behavior misc Fatigue response misc Analytical model misc Bond degradation The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation
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topic_title	690 VZ 56.45 bkl The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation Pull out Bond-slip behavior Fatigue response Analytical model Bond degradation
topic	ddc 690 bkl 56.45 misc Pull out misc Bond-slip behavior misc Fatigue response misc Analytical model misc Bond degradation
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title	The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation
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title_full	The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation
author_sort	Monteiro, Vitor Moreira de Alencar
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title_sort	the influence of steel fibers on the bond slip behavior between rebars and concrete: experimental and analytical investigation
title_auth	The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation
abstract	Present research brings a broad analysis on the influence of steel fibers on quasi-static and fatigue rebar pull out loading. The analysis covers the impact of fiber addition on diverse mechanical parameters, such as peak bond strength, stiffness and bond degradation under fatigue. A model previously developed for single fiber pull out in the literature was modified in order to study the bond response through analytical equations. The fiber reinforcement is responsible for providing post-crack resistance to the composite, raising the confinement around the interface and significantly increasing the peak bond strength. Moreover, by enhancing the bond strength, the addition of steel fibers could successfully increase fatigue life of cyclic pull out tests. Finally, the proposed model for rebar pull out from steel fiber reinforced concrete matrices successfully fitted the bond-slip behavior observed the experimental data. The model divided the bond-slip response in three distinct stages: elastic, nonlinear and dynamic.
abstractGer	Present research brings a broad analysis on the influence of steel fibers on quasi-static and fatigue rebar pull out loading. The analysis covers the impact of fiber addition on diverse mechanical parameters, such as peak bond strength, stiffness and bond degradation under fatigue. A model previously developed for single fiber pull out in the literature was modified in order to study the bond response through analytical equations. The fiber reinforcement is responsible for providing post-crack resistance to the composite, raising the confinement around the interface and significantly increasing the peak bond strength. Moreover, by enhancing the bond strength, the addition of steel fibers could successfully increase fatigue life of cyclic pull out tests. Finally, the proposed model for rebar pull out from steel fiber reinforced concrete matrices successfully fitted the bond-slip behavior observed the experimental data. The model divided the bond-slip response in three distinct stages: elastic, nonlinear and dynamic.
abstract_unstemmed	Present research brings a broad analysis on the influence of steel fibers on quasi-static and fatigue rebar pull out loading. The analysis covers the impact of fiber addition on diverse mechanical parameters, such as peak bond strength, stiffness and bond degradation under fatigue. A model previously developed for single fiber pull out in the literature was modified in order to study the bond response through analytical equations. The fiber reinforcement is responsible for providing post-crack resistance to the composite, raising the confinement around the interface and significantly increasing the peak bond strength. Moreover, by enhancing the bond strength, the addition of steel fibers could successfully increase fatigue life of cyclic pull out tests. Finally, the proposed model for rebar pull out from steel fiber reinforced concrete matrices successfully fitted the bond-slip behavior observed the experimental data. The model divided the bond-slip response in three distinct stages: elastic, nonlinear and dynamic.
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title_short	The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation
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author2	Cardoso, Daniel Carlos Taissum Silva, Flávio de Andrade Mobasher, Barzin
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up_date	2024-07-06T18:10:28.565Z
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The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation

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