Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems

The use of Engineered Cementitious Composites (ECC) and ultra-high-performance concrete (UHPC) in combination with self-consolidating concrete (SCC) in a fresh state can improve the economical and sustainability benefits of modern concretes while increasing the structural properties of SCC-elements....
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Baloch, Waqas Latif [verfasserIn] Siad, Hocine [verfasserIn] Lachemi, Mohamed [verfasserIn] Sahmaran, Mustafa [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	Concrete composite system Ultrahigh performance fiber reinforced concrete Fire exposure Engineered cementitious composites Interfacial bond strength

Übergeordnetes Werk:	Enthalten in: Construction and building materials - Amsterdam [u.a.] : Elsevier Science, 1987, 369
Übergeordnetes Werk:	volume:369

DOI / URN:	10.1016/j.conbuildmat.2023.130507

Katalog-ID:	ELV064787982

Internformat


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520			\|a The use of Engineered Cementitious Composites (ECC) and ultra-high-performance concrete (UHPC) in combination with self-consolidating concrete (SCC) in a fresh state can improve the economical and sustainability benefits of modern concretes while increasing the structural properties of SCC-elements. However, it is important to determine if the resulted hot-jointed composite systems (CS) can resist the harsh environments-like fire conditions, especially with the presence of unknown proprieties interfacial bond layer. The goal of this study is to investigate and compare the flexural and bonding behavior of the SCC/ECC and SCC/UHPC composites at ambient and high temperatures up to 800 °C. In addition to the type of modern concrete in the tensile layer, the effect of fiber reinforcement on fire endurance of CSs was also investigated through the inclusion of PVA and steel fibers in ECC and UHPC. After cooling in air, fire-exposed samples were examined for visual, microstructural, tensile, and flexural bond properties. It was confirmed that, the applied ECC and UHPFRC in CSs significantly improved the mechanical properties of SCC elements at ambient and all fire exposure temperatures. In addition to the enhanced fire endurance and better residual performance for the UHPRFC-based CSs, steel fibers were shown to be essential for the physical anchorage and bond preservation between SCC/ECC and SCC/UHPFRC, particularly at 400 °C–800 °C.
650		4	\|a Concrete composite system
650		4	\|a Ultrahigh performance fiber reinforced concrete
650		4	\|a Fire exposure
650		4	\|a Engineered cementitious composites
650		4	\|a Interfacial bond strength
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700	1		\|a Lachemi, Mohamed \|e verfasserin \|4 aut
700	1		\|a Sahmaran, Mustafa \|e verfasserin \|4 aut
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publishDate	2023
allfields	10.1016/j.conbuildmat.2023.130507 doi (DE-627)ELV064787982 (ELSEVIER)S0950-0618(23)00218-0 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Baloch, Waqas Latif verfasserin aut Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The use of Engineered Cementitious Composites (ECC) and ultra-high-performance concrete (UHPC) in combination with self-consolidating concrete (SCC) in a fresh state can improve the economical and sustainability benefits of modern concretes while increasing the structural properties of SCC-elements. However, it is important to determine if the resulted hot-jointed composite systems (CS) can resist the harsh environments-like fire conditions, especially with the presence of unknown proprieties interfacial bond layer. The goal of this study is to investigate and compare the flexural and bonding behavior of the SCC/ECC and SCC/UHPC composites at ambient and high temperatures up to 800 °C. In addition to the type of modern concrete in the tensile layer, the effect of fiber reinforcement on fire endurance of CSs was also investigated through the inclusion of PVA and steel fibers in ECC and UHPC. After cooling in air, fire-exposed samples were examined for visual, microstructural, tensile, and flexural bond properties. It was confirmed that, the applied ECC and UHPFRC in CSs significantly improved the mechanical properties of SCC elements at ambient and all fire exposure temperatures. In addition to the enhanced fire endurance and better residual performance for the UHPRFC-based CSs, steel fibers were shown to be essential for the physical anchorage and bond preservation between SCC/ECC and SCC/UHPFRC, particularly at 400 °C–800 °C. Concrete composite system Ultrahigh performance fiber reinforced concrete Fire exposure Engineered cementitious composites Interfacial bond strength Siad, Hocine verfasserin aut Lachemi, Mohamed verfasserin aut Sahmaran, Mustafa verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 369 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:369 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 369
spelling	10.1016/j.conbuildmat.2023.130507 doi (DE-627)ELV064787982 (ELSEVIER)S0950-0618(23)00218-0 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Baloch, Waqas Latif verfasserin aut Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The use of Engineered Cementitious Composites (ECC) and ultra-high-performance concrete (UHPC) in combination with self-consolidating concrete (SCC) in a fresh state can improve the economical and sustainability benefits of modern concretes while increasing the structural properties of SCC-elements. However, it is important to determine if the resulted hot-jointed composite systems (CS) can resist the harsh environments-like fire conditions, especially with the presence of unknown proprieties interfacial bond layer. The goal of this study is to investigate and compare the flexural and bonding behavior of the SCC/ECC and SCC/UHPC composites at ambient and high temperatures up to 800 °C. In addition to the type of modern concrete in the tensile layer, the effect of fiber reinforcement on fire endurance of CSs was also investigated through the inclusion of PVA and steel fibers in ECC and UHPC. After cooling in air, fire-exposed samples were examined for visual, microstructural, tensile, and flexural bond properties. It was confirmed that, the applied ECC and UHPFRC in CSs significantly improved the mechanical properties of SCC elements at ambient and all fire exposure temperatures. In addition to the enhanced fire endurance and better residual performance for the UHPRFC-based CSs, steel fibers were shown to be essential for the physical anchorage and bond preservation between SCC/ECC and SCC/UHPFRC, particularly at 400 °C–800 °C. Concrete composite system Ultrahigh performance fiber reinforced concrete Fire exposure Engineered cementitious composites Interfacial bond strength Siad, Hocine verfasserin aut Lachemi, Mohamed verfasserin aut Sahmaran, Mustafa verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 369 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:369 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 369
allfields_unstemmed	10.1016/j.conbuildmat.2023.130507 doi (DE-627)ELV064787982 (ELSEVIER)S0950-0618(23)00218-0 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Baloch, Waqas Latif verfasserin aut Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The use of Engineered Cementitious Composites (ECC) and ultra-high-performance concrete (UHPC) in combination with self-consolidating concrete (SCC) in a fresh state can improve the economical and sustainability benefits of modern concretes while increasing the structural properties of SCC-elements. However, it is important to determine if the resulted hot-jointed composite systems (CS) can resist the harsh environments-like fire conditions, especially with the presence of unknown proprieties interfacial bond layer. The goal of this study is to investigate and compare the flexural and bonding behavior of the SCC/ECC and SCC/UHPC composites at ambient and high temperatures up to 800 °C. In addition to the type of modern concrete in the tensile layer, the effect of fiber reinforcement on fire endurance of CSs was also investigated through the inclusion of PVA and steel fibers in ECC and UHPC. After cooling in air, fire-exposed samples were examined for visual, microstructural, tensile, and flexural bond properties. It was confirmed that, the applied ECC and UHPFRC in CSs significantly improved the mechanical properties of SCC elements at ambient and all fire exposure temperatures. In addition to the enhanced fire endurance and better residual performance for the UHPRFC-based CSs, steel fibers were shown to be essential for the physical anchorage and bond preservation between SCC/ECC and SCC/UHPFRC, particularly at 400 °C–800 °C. Concrete composite system Ultrahigh performance fiber reinforced concrete Fire exposure Engineered cementitious composites Interfacial bond strength Siad, Hocine verfasserin aut Lachemi, Mohamed verfasserin aut Sahmaran, Mustafa verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 369 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:369 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 369
allfieldsGer	10.1016/j.conbuildmat.2023.130507 doi (DE-627)ELV064787982 (ELSEVIER)S0950-0618(23)00218-0 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Baloch, Waqas Latif verfasserin aut Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The use of Engineered Cementitious Composites (ECC) and ultra-high-performance concrete (UHPC) in combination with self-consolidating concrete (SCC) in a fresh state can improve the economical and sustainability benefits of modern concretes while increasing the structural properties of SCC-elements. However, it is important to determine if the resulted hot-jointed composite systems (CS) can resist the harsh environments-like fire conditions, especially with the presence of unknown proprieties interfacial bond layer. The goal of this study is to investigate and compare the flexural and bonding behavior of the SCC/ECC and SCC/UHPC composites at ambient and high temperatures up to 800 °C. In addition to the type of modern concrete in the tensile layer, the effect of fiber reinforcement on fire endurance of CSs was also investigated through the inclusion of PVA and steel fibers in ECC and UHPC. After cooling in air, fire-exposed samples were examined for visual, microstructural, tensile, and flexural bond properties. It was confirmed that, the applied ECC and UHPFRC in CSs significantly improved the mechanical properties of SCC elements at ambient and all fire exposure temperatures. In addition to the enhanced fire endurance and better residual performance for the UHPRFC-based CSs, steel fibers were shown to be essential for the physical anchorage and bond preservation between SCC/ECC and SCC/UHPFRC, particularly at 400 °C–800 °C. Concrete composite system Ultrahigh performance fiber reinforced concrete Fire exposure Engineered cementitious composites Interfacial bond strength Siad, Hocine verfasserin aut Lachemi, Mohamed verfasserin aut Sahmaran, Mustafa verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 369 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:369 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 369
allfieldsSound	10.1016/j.conbuildmat.2023.130507 doi (DE-627)ELV064787982 (ELSEVIER)S0950-0618(23)00218-0 DE-627 ger DE-627 rda eng 690 VZ 56.45 bkl Baloch, Waqas Latif verfasserin aut Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The use of Engineered Cementitious Composites (ECC) and ultra-high-performance concrete (UHPC) in combination with self-consolidating concrete (SCC) in a fresh state can improve the economical and sustainability benefits of modern concretes while increasing the structural properties of SCC-elements. However, it is important to determine if the resulted hot-jointed composite systems (CS) can resist the harsh environments-like fire conditions, especially with the presence of unknown proprieties interfacial bond layer. The goal of this study is to investigate and compare the flexural and bonding behavior of the SCC/ECC and SCC/UHPC composites at ambient and high temperatures up to 800 °C. In addition to the type of modern concrete in the tensile layer, the effect of fiber reinforcement on fire endurance of CSs was also investigated through the inclusion of PVA and steel fibers in ECC and UHPC. After cooling in air, fire-exposed samples were examined for visual, microstructural, tensile, and flexural bond properties. It was confirmed that, the applied ECC and UHPFRC in CSs significantly improved the mechanical properties of SCC elements at ambient and all fire exposure temperatures. In addition to the enhanced fire endurance and better residual performance for the UHPRFC-based CSs, steel fibers were shown to be essential for the physical anchorage and bond preservation between SCC/ECC and SCC/UHPFRC, particularly at 400 °C–800 °C. Concrete composite system Ultrahigh performance fiber reinforced concrete Fire exposure Engineered cementitious composites Interfacial bond strength Siad, Hocine verfasserin aut Lachemi, Mohamed verfasserin aut Sahmaran, Mustafa verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 369 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:369 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 369
language	English
source	Enthalten in Construction and building materials 369 volume:369
sourceStr	Enthalten in Construction and building materials 369 volume:369
format_phy_str_mv	Article
bklname	Baustoffkunde
institution	findex.gbv.de
topic_facet	Concrete composite system Ultrahigh performance fiber reinforced concrete Fire exposure Engineered cementitious composites Interfacial bond strength
dewey-raw	690
isfreeaccess_bool	false
container_title	Construction and building materials
authorswithroles_txt_mv	Baloch, Waqas Latif @@aut@@ Siad, Hocine @@aut@@ Lachemi, Mohamed @@aut@@ Sahmaran, Mustafa @@aut@@
publishDateDaySort_date	2023-01-01T00:00:00Z
hierarchy_top_id	320423115
dewey-sort	3690
id	ELV064787982
language_de	englisch
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author	Baloch, Waqas Latif
spellingShingle	Baloch, Waqas Latif ddc 690 bkl 56.45 misc Concrete composite system misc Ultrahigh performance fiber reinforced concrete misc Fire exposure misc Engineered cementitious composites misc Interfacial bond strength Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems
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topic_title	690 VZ 56.45 bkl Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems Concrete composite system Ultrahigh performance fiber reinforced concrete Fire exposure Engineered cementitious composites Interfacial bond strength
topic	ddc 690 bkl 56.45 misc Concrete composite system misc Ultrahigh performance fiber reinforced concrete misc Fire exposure misc Engineered cementitious composites misc Interfacial bond strength
topic_unstemmed	ddc 690 bkl 56.45 misc Concrete composite system misc Ultrahigh performance fiber reinforced concrete misc Fire exposure misc Engineered cementitious composites misc Interfacial bond strength
topic_browse	ddc 690 bkl 56.45 misc Concrete composite system misc Ultrahigh performance fiber reinforced concrete misc Fire exposure misc Engineered cementitious composites misc Interfacial bond strength
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title	Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems
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title_full	Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems
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author_browse	Baloch, Waqas Latif Siad, Hocine Lachemi, Mohamed Sahmaran, Mustafa
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title_sort	effect of high temperatures on hot-bonded scc/ecc and scc/uhpc composite systems
title_auth	Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems
abstract	The use of Engineered Cementitious Composites (ECC) and ultra-high-performance concrete (UHPC) in combination with self-consolidating concrete (SCC) in a fresh state can improve the economical and sustainability benefits of modern concretes while increasing the structural properties of SCC-elements. However, it is important to determine if the resulted hot-jointed composite systems (CS) can resist the harsh environments-like fire conditions, especially with the presence of unknown proprieties interfacial bond layer. The goal of this study is to investigate and compare the flexural and bonding behavior of the SCC/ECC and SCC/UHPC composites at ambient and high temperatures up to 800 °C. In addition to the type of modern concrete in the tensile layer, the effect of fiber reinforcement on fire endurance of CSs was also investigated through the inclusion of PVA and steel fibers in ECC and UHPC. After cooling in air, fire-exposed samples were examined for visual, microstructural, tensile, and flexural bond properties. It was confirmed that, the applied ECC and UHPFRC in CSs significantly improved the mechanical properties of SCC elements at ambient and all fire exposure temperatures. In addition to the enhanced fire endurance and better residual performance for the UHPRFC-based CSs, steel fibers were shown to be essential for the physical anchorage and bond preservation between SCC/ECC and SCC/UHPFRC, particularly at 400 °C–800 °C.
abstractGer	The use of Engineered Cementitious Composites (ECC) and ultra-high-performance concrete (UHPC) in combination with self-consolidating concrete (SCC) in a fresh state can improve the economical and sustainability benefits of modern concretes while increasing the structural properties of SCC-elements. However, it is important to determine if the resulted hot-jointed composite systems (CS) can resist the harsh environments-like fire conditions, especially with the presence of unknown proprieties interfacial bond layer. The goal of this study is to investigate and compare the flexural and bonding behavior of the SCC/ECC and SCC/UHPC composites at ambient and high temperatures up to 800 °C. In addition to the type of modern concrete in the tensile layer, the effect of fiber reinforcement on fire endurance of CSs was also investigated through the inclusion of PVA and steel fibers in ECC and UHPC. After cooling in air, fire-exposed samples were examined for visual, microstructural, tensile, and flexural bond properties. It was confirmed that, the applied ECC and UHPFRC in CSs significantly improved the mechanical properties of SCC elements at ambient and all fire exposure temperatures. In addition to the enhanced fire endurance and better residual performance for the UHPRFC-based CSs, steel fibers were shown to be essential for the physical anchorage and bond preservation between SCC/ECC and SCC/UHPFRC, particularly at 400 °C–800 °C.
abstract_unstemmed	The use of Engineered Cementitious Composites (ECC) and ultra-high-performance concrete (UHPC) in combination with self-consolidating concrete (SCC) in a fresh state can improve the economical and sustainability benefits of modern concretes while increasing the structural properties of SCC-elements. However, it is important to determine if the resulted hot-jointed composite systems (CS) can resist the harsh environments-like fire conditions, especially with the presence of unknown proprieties interfacial bond layer. The goal of this study is to investigate and compare the flexural and bonding behavior of the SCC/ECC and SCC/UHPC composites at ambient and high temperatures up to 800 °C. In addition to the type of modern concrete in the tensile layer, the effect of fiber reinforcement on fire endurance of CSs was also investigated through the inclusion of PVA and steel fibers in ECC and UHPC. After cooling in air, fire-exposed samples were examined for visual, microstructural, tensile, and flexural bond properties. It was confirmed that, the applied ECC and UHPFRC in CSs significantly improved the mechanical properties of SCC elements at ambient and all fire exposure temperatures. In addition to the enhanced fire endurance and better residual performance for the UHPRFC-based CSs, steel fibers were shown to be essential for the physical anchorage and bond preservation between SCC/ECC and SCC/UHPFRC, particularly at 400 °C–800 °C.
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title_short	Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems
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author2	Siad, Hocine Lachemi, Mohamed Sahmaran, Mustafa
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doi_str	10.1016/j.conbuildmat.2023.130507
up_date	2024-07-06T20:45:27.072Z
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Effect of high temperatures on hot-bonded SCC/ECC and SCC/UHPC composite systems

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