Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels

Investigation of the post-fire mechanical performance of large-scale glass fibre reinforced polymer (GFRP) structures assembled with prefabricated fire resistant panels is reported in this paper. The GFRP structures were four modular web-flange multicellular sandwich slabs fabricated of face panels...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Zhang, Lei [verfasserIn] Bai, Yu [verfasserIn] Qi, Yujun [verfasserIn] Fang, Hai [verfasserIn] Wu, Bisheng [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2018

Schlagwörter:	Glass fibre reinforced polymer Modular Multicellular sandwich Post-fire Fire resistant panel Prefabrication

Übergeordnetes Werk:	Enthalten in: Composites / B - Amsterdam [u.a.] : Elsevier, 1996, 143, Seite 55-67
Übergeordnetes Werk:	volume:143 ; pages:55-67

DOI / URN:	10.1016/j.compositesb.2018.01.034

Katalog-ID:	ELV000889768

Internformat


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520			\|a Investigation of the post-fire mechanical performance of large-scale glass fibre reinforced polymer (GFRP) structures assembled with prefabricated fire resistant panels is reported in this paper. The GFRP structures were four modular web-flange multicellular sandwich slabs fabricated of face panels and web box sections using adhesive bonding. Three sandwich slabs had fire resistant panels installed, either glass magnesium (GM) board, gypsum plaster (GP) board or calcium silicate (CS) board, at the outer face of the lower face panel using screws. These three specimens were exposed from the underside to an ISO 834 fire curve for up to 70–90 min and then cooled to room temperature. Subsequently they were tested in four-point bending and compared to the fourth specimen without fire exposure. The composite action between face panels and web box sections is discussed and the failure modes of specimens are identified. Importantly, the effects of fire resistant panels on the post-fire mechanical performance of the GFRP multicellular assemblies are highlighted and quantified. Analytical modelling is further developed to estimate post-fire bending stiffness and load-carrying capacity considering the recovery of resin after glass transition but before decomposition and the contribution from the remaining continuous rovings for the decomposed GFRP materials, with satisfactory agreement with the experimental results. It was demonstrated that the specimen with the glass magnesium board showed superior post-fire mechanical performance, with more than half of the post-fire stiffness and capacity remaining after 90 min fire exposure.
650		4	\|a Glass fibre reinforced polymer
650		4	\|a Modular
650		4	\|a Multicellular sandwich
650		4	\|a Post-fire
650		4	\|a Fire resistant panel
650		4	\|a Prefabrication
700	1		\|a Bai, Yu \|e verfasserin \|4 aut
700	1		\|a Qi, Yujun \|e verfasserin \|4 aut
700	1		\|a Fang, Hai \|e verfasserin \|4 aut
700	1		\|a Wu, Bisheng \|e verfasserin \|4 aut
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912			\|a GBV_ILN_2044
912			\|a GBV_ILN_2048
912			\|a GBV_ILN_2049
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912			\|a GBV_ILN_2059
912			\|a GBV_ILN_2061
912			\|a GBV_ILN_2064
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912			\|a GBV_ILN_2068
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912			\|a GBV_ILN_2152
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912			\|a GBV_ILN_4333
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912			\|a GBV_ILN_4393
936	b	k	\|a 51.75 \|j Verbundwerkstoffe \|j Schichtstoffe
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952			\|d 143 \|h 55-67

Indexfelder

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matchkey_str	article:18791069:2018----::otieehnclefracomdlrfputcluasasihrfbi
hierarchy_sort_str	2018
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publishDate	2018
allfields	10.1016/j.compositesb.2018.01.034 doi (DE-627)ELV000889768 (ELSEVIER)S1359-8368(17)33905-7 DE-627 ger DE-627 rda eng 660 DE-600 51.75 bkl Zhang, Lei verfasserin aut Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels 2018 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Investigation of the post-fire mechanical performance of large-scale glass fibre reinforced polymer (GFRP) structures assembled with prefabricated fire resistant panels is reported in this paper. The GFRP structures were four modular web-flange multicellular sandwich slabs fabricated of face panels and web box sections using adhesive bonding. Three sandwich slabs had fire resistant panels installed, either glass magnesium (GM) board, gypsum plaster (GP) board or calcium silicate (CS) board, at the outer face of the lower face panel using screws. These three specimens were exposed from the underside to an ISO 834 fire curve for up to 70–90 min and then cooled to room temperature. Subsequently they were tested in four-point bending and compared to the fourth specimen without fire exposure. The composite action between face panels and web box sections is discussed and the failure modes of specimens are identified. Importantly, the effects of fire resistant panels on the post-fire mechanical performance of the GFRP multicellular assemblies are highlighted and quantified. Analytical modelling is further developed to estimate post-fire bending stiffness and load-carrying capacity considering the recovery of resin after glass transition but before decomposition and the contribution from the remaining continuous rovings for the decomposed GFRP materials, with satisfactory agreement with the experimental results. It was demonstrated that the specimen with the glass magnesium board showed superior post-fire mechanical performance, with more than half of the post-fire stiffness and capacity remaining after 90 min fire exposure. Glass fibre reinforced polymer Modular Multicellular sandwich Post-fire Fire resistant panel Prefabrication Bai, Yu verfasserin aut Qi, Yujun verfasserin aut Fang, Hai verfasserin aut Wu, Bisheng verfasserin aut Enthalten in Composites / B Amsterdam [u.a.] : Elsevier, 1996 143, Seite 55-67 Online-Ressource (DE-627)32050235X (DE-600)2012385-1 (DE-576)094531420 1879-1069 nnns volume:143 pages:55-67 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-PHA 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_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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.75 Verbundwerkstoffe Schichtstoffe AR 143 55-67
spelling	10.1016/j.compositesb.2018.01.034 doi (DE-627)ELV000889768 (ELSEVIER)S1359-8368(17)33905-7 DE-627 ger DE-627 rda eng 660 DE-600 51.75 bkl Zhang, Lei verfasserin aut Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels 2018 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Investigation of the post-fire mechanical performance of large-scale glass fibre reinforced polymer (GFRP) structures assembled with prefabricated fire resistant panels is reported in this paper. The GFRP structures were four modular web-flange multicellular sandwich slabs fabricated of face panels and web box sections using adhesive bonding. Three sandwich slabs had fire resistant panels installed, either glass magnesium (GM) board, gypsum plaster (GP) board or calcium silicate (CS) board, at the outer face of the lower face panel using screws. These three specimens were exposed from the underside to an ISO 834 fire curve for up to 70–90 min and then cooled to room temperature. Subsequently they were tested in four-point bending and compared to the fourth specimen without fire exposure. The composite action between face panels and web box sections is discussed and the failure modes of specimens are identified. Importantly, the effects of fire resistant panels on the post-fire mechanical performance of the GFRP multicellular assemblies are highlighted and quantified. Analytical modelling is further developed to estimate post-fire bending stiffness and load-carrying capacity considering the recovery of resin after glass transition but before decomposition and the contribution from the remaining continuous rovings for the decomposed GFRP materials, with satisfactory agreement with the experimental results. It was demonstrated that the specimen with the glass magnesium board showed superior post-fire mechanical performance, with more than half of the post-fire stiffness and capacity remaining after 90 min fire exposure. Glass fibre reinforced polymer Modular Multicellular sandwich Post-fire Fire resistant panel Prefabrication Bai, Yu verfasserin aut Qi, Yujun verfasserin aut Fang, Hai verfasserin aut Wu, Bisheng verfasserin aut Enthalten in Composites / B Amsterdam [u.a.] : Elsevier, 1996 143, Seite 55-67 Online-Ressource (DE-627)32050235X (DE-600)2012385-1 (DE-576)094531420 1879-1069 nnns volume:143 pages:55-67 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-PHA 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_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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.75 Verbundwerkstoffe Schichtstoffe AR 143 55-67
allfields_unstemmed	10.1016/j.compositesb.2018.01.034 doi (DE-627)ELV000889768 (ELSEVIER)S1359-8368(17)33905-7 DE-627 ger DE-627 rda eng 660 DE-600 51.75 bkl Zhang, Lei verfasserin aut Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels 2018 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Investigation of the post-fire mechanical performance of large-scale glass fibre reinforced polymer (GFRP) structures assembled with prefabricated fire resistant panels is reported in this paper. The GFRP structures were four modular web-flange multicellular sandwich slabs fabricated of face panels and web box sections using adhesive bonding. Three sandwich slabs had fire resistant panels installed, either glass magnesium (GM) board, gypsum plaster (GP) board or calcium silicate (CS) board, at the outer face of the lower face panel using screws. These three specimens were exposed from the underside to an ISO 834 fire curve for up to 70–90 min and then cooled to room temperature. Subsequently they were tested in four-point bending and compared to the fourth specimen without fire exposure. The composite action between face panels and web box sections is discussed and the failure modes of specimens are identified. Importantly, the effects of fire resistant panels on the post-fire mechanical performance of the GFRP multicellular assemblies are highlighted and quantified. Analytical modelling is further developed to estimate post-fire bending stiffness and load-carrying capacity considering the recovery of resin after glass transition but before decomposition and the contribution from the remaining continuous rovings for the decomposed GFRP materials, with satisfactory agreement with the experimental results. It was demonstrated that the specimen with the glass magnesium board showed superior post-fire mechanical performance, with more than half of the post-fire stiffness and capacity remaining after 90 min fire exposure. Glass fibre reinforced polymer Modular Multicellular sandwich Post-fire Fire resistant panel Prefabrication Bai, Yu verfasserin aut Qi, Yujun verfasserin aut Fang, Hai verfasserin aut Wu, Bisheng verfasserin aut Enthalten in Composites / B Amsterdam [u.a.] : Elsevier, 1996 143, Seite 55-67 Online-Ressource (DE-627)32050235X (DE-600)2012385-1 (DE-576)094531420 1879-1069 nnns volume:143 pages:55-67 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-PHA 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_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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.75 Verbundwerkstoffe Schichtstoffe AR 143 55-67
allfieldsGer	10.1016/j.compositesb.2018.01.034 doi (DE-627)ELV000889768 (ELSEVIER)S1359-8368(17)33905-7 DE-627 ger DE-627 rda eng 660 DE-600 51.75 bkl Zhang, Lei verfasserin aut Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels 2018 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Investigation of the post-fire mechanical performance of large-scale glass fibre reinforced polymer (GFRP) structures assembled with prefabricated fire resistant panels is reported in this paper. The GFRP structures were four modular web-flange multicellular sandwich slabs fabricated of face panels and web box sections using adhesive bonding. Three sandwich slabs had fire resistant panels installed, either glass magnesium (GM) board, gypsum plaster (GP) board or calcium silicate (CS) board, at the outer face of the lower face panel using screws. These three specimens were exposed from the underside to an ISO 834 fire curve for up to 70–90 min and then cooled to room temperature. Subsequently they were tested in four-point bending and compared to the fourth specimen without fire exposure. The composite action between face panels and web box sections is discussed and the failure modes of specimens are identified. Importantly, the effects of fire resistant panels on the post-fire mechanical performance of the GFRP multicellular assemblies are highlighted and quantified. Analytical modelling is further developed to estimate post-fire bending stiffness and load-carrying capacity considering the recovery of resin after glass transition but before decomposition and the contribution from the remaining continuous rovings for the decomposed GFRP materials, with satisfactory agreement with the experimental results. It was demonstrated that the specimen with the glass magnesium board showed superior post-fire mechanical performance, with more than half of the post-fire stiffness and capacity remaining after 90 min fire exposure. Glass fibre reinforced polymer Modular Multicellular sandwich Post-fire Fire resistant panel Prefabrication Bai, Yu verfasserin aut Qi, Yujun verfasserin aut Fang, Hai verfasserin aut Wu, Bisheng verfasserin aut Enthalten in Composites / B Amsterdam [u.a.] : Elsevier, 1996 143, Seite 55-67 Online-Ressource (DE-627)32050235X (DE-600)2012385-1 (DE-576)094531420 1879-1069 nnns volume:143 pages:55-67 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-PHA 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_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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.75 Verbundwerkstoffe Schichtstoffe AR 143 55-67
allfieldsSound	10.1016/j.compositesb.2018.01.034 doi (DE-627)ELV000889768 (ELSEVIER)S1359-8368(17)33905-7 DE-627 ger DE-627 rda eng 660 DE-600 51.75 bkl Zhang, Lei verfasserin aut Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels 2018 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Investigation of the post-fire mechanical performance of large-scale glass fibre reinforced polymer (GFRP) structures assembled with prefabricated fire resistant panels is reported in this paper. The GFRP structures were four modular web-flange multicellular sandwich slabs fabricated of face panels and web box sections using adhesive bonding. Three sandwich slabs had fire resistant panels installed, either glass magnesium (GM) board, gypsum plaster (GP) board or calcium silicate (CS) board, at the outer face of the lower face panel using screws. These three specimens were exposed from the underside to an ISO 834 fire curve for up to 70–90 min and then cooled to room temperature. Subsequently they were tested in four-point bending and compared to the fourth specimen without fire exposure. The composite action between face panels and web box sections is discussed and the failure modes of specimens are identified. Importantly, the effects of fire resistant panels on the post-fire mechanical performance of the GFRP multicellular assemblies are highlighted and quantified. Analytical modelling is further developed to estimate post-fire bending stiffness and load-carrying capacity considering the recovery of resin after glass transition but before decomposition and the contribution from the remaining continuous rovings for the decomposed GFRP materials, with satisfactory agreement with the experimental results. It was demonstrated that the specimen with the glass magnesium board showed superior post-fire mechanical performance, with more than half of the post-fire stiffness and capacity remaining after 90 min fire exposure. Glass fibre reinforced polymer Modular Multicellular sandwich Post-fire Fire resistant panel Prefabrication Bai, Yu verfasserin aut Qi, Yujun verfasserin aut Fang, Hai verfasserin aut Wu, Bisheng verfasserin aut Enthalten in Composites / B Amsterdam [u.a.] : Elsevier, 1996 143, Seite 55-67 Online-Ressource (DE-627)32050235X (DE-600)2012385-1 (DE-576)094531420 1879-1069 nnns volume:143 pages:55-67 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-PHA 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_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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.75 Verbundwerkstoffe Schichtstoffe AR 143 55-67
language	English
source	Enthalten in Composites / B 143, Seite 55-67 volume:143 pages:55-67
sourceStr	Enthalten in Composites / B 143, Seite 55-67 volume:143 pages:55-67
format_phy_str_mv	Article
bklname	Verbundwerkstoffe Schichtstoffe
institution	findex.gbv.de
topic_facet	Glass fibre reinforced polymer Modular Multicellular sandwich Post-fire Fire resistant panel Prefabrication
dewey-raw	660
isfreeaccess_bool	false
container_title	Composites / B
authorswithroles_txt_mv	Zhang, Lei @@aut@@ Bai, Yu @@aut@@ Qi, Yujun @@aut@@ Fang, Hai @@aut@@ Wu, Bisheng @@aut@@
publishDateDaySort_date	2018-01-01T00:00:00Z
hierarchy_top_id	32050235X
dewey-sort	3660
id	ELV000889768
language_de	englisch
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author	Zhang, Lei
spellingShingle	Zhang, Lei ddc 660 bkl 51.75 misc Glass fibre reinforced polymer misc Modular misc Multicellular sandwich misc Post-fire misc Fire resistant panel misc Prefabrication Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels
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topic_title	660 DE-600 51.75 bkl Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels Glass fibre reinforced polymer Modular Multicellular sandwich Post-fire Fire resistant panel Prefabrication
topic	ddc 660 bkl 51.75 misc Glass fibre reinforced polymer misc Modular misc Multicellular sandwich misc Post-fire misc Fire resistant panel misc Prefabrication
topic_unstemmed	ddc 660 bkl 51.75 misc Glass fibre reinforced polymer misc Modular misc Multicellular sandwich misc Post-fire misc Fire resistant panel misc Prefabrication
topic_browse	ddc 660 bkl 51.75 misc Glass fibre reinforced polymer misc Modular misc Multicellular sandwich misc Post-fire misc Fire resistant panel misc Prefabrication
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title	Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels
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title_full	Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels
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author_browse	Zhang, Lei Bai, Yu Qi, Yujun Fang, Hai Wu, Bisheng
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title_sort	post-fire mechanical performance of modular gfrp multicellular slabs with prefabricated fire resistant panels
title_auth	Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels
abstract	Investigation of the post-fire mechanical performance of large-scale glass fibre reinforced polymer (GFRP) structures assembled with prefabricated fire resistant panels is reported in this paper. The GFRP structures were four modular web-flange multicellular sandwich slabs fabricated of face panels and web box sections using adhesive bonding. Three sandwich slabs had fire resistant panels installed, either glass magnesium (GM) board, gypsum plaster (GP) board or calcium silicate (CS) board, at the outer face of the lower face panel using screws. These three specimens were exposed from the underside to an ISO 834 fire curve for up to 70–90 min and then cooled to room temperature. Subsequently they were tested in four-point bending and compared to the fourth specimen without fire exposure. The composite action between face panels and web box sections is discussed and the failure modes of specimens are identified. Importantly, the effects of fire resistant panels on the post-fire mechanical performance of the GFRP multicellular assemblies are highlighted and quantified. Analytical modelling is further developed to estimate post-fire bending stiffness and load-carrying capacity considering the recovery of resin after glass transition but before decomposition and the contribution from the remaining continuous rovings for the decomposed GFRP materials, with satisfactory agreement with the experimental results. It was demonstrated that the specimen with the glass magnesium board showed superior post-fire mechanical performance, with more than half of the post-fire stiffness and capacity remaining after 90 min fire exposure.
abstractGer	Investigation of the post-fire mechanical performance of large-scale glass fibre reinforced polymer (GFRP) structures assembled with prefabricated fire resistant panels is reported in this paper. The GFRP structures were four modular web-flange multicellular sandwich slabs fabricated of face panels and web box sections using adhesive bonding. Three sandwich slabs had fire resistant panels installed, either glass magnesium (GM) board, gypsum plaster (GP) board or calcium silicate (CS) board, at the outer face of the lower face panel using screws. These three specimens were exposed from the underside to an ISO 834 fire curve for up to 70–90 min and then cooled to room temperature. Subsequently they were tested in four-point bending and compared to the fourth specimen without fire exposure. The composite action between face panels and web box sections is discussed and the failure modes of specimens are identified. Importantly, the effects of fire resistant panels on the post-fire mechanical performance of the GFRP multicellular assemblies are highlighted and quantified. Analytical modelling is further developed to estimate post-fire bending stiffness and load-carrying capacity considering the recovery of resin after glass transition but before decomposition and the contribution from the remaining continuous rovings for the decomposed GFRP materials, with satisfactory agreement with the experimental results. It was demonstrated that the specimen with the glass magnesium board showed superior post-fire mechanical performance, with more than half of the post-fire stiffness and capacity remaining after 90 min fire exposure.
abstract_unstemmed	Investigation of the post-fire mechanical performance of large-scale glass fibre reinforced polymer (GFRP) structures assembled with prefabricated fire resistant panels is reported in this paper. The GFRP structures were four modular web-flange multicellular sandwich slabs fabricated of face panels and web box sections using adhesive bonding. Three sandwich slabs had fire resistant panels installed, either glass magnesium (GM) board, gypsum plaster (GP) board or calcium silicate (CS) board, at the outer face of the lower face panel using screws. These three specimens were exposed from the underside to an ISO 834 fire curve for up to 70–90 min and then cooled to room temperature. Subsequently they were tested in four-point bending and compared to the fourth specimen without fire exposure. The composite action between face panels and web box sections is discussed and the failure modes of specimens are identified. Importantly, the effects of fire resistant panels on the post-fire mechanical performance of the GFRP multicellular assemblies are highlighted and quantified. Analytical modelling is further developed to estimate post-fire bending stiffness and load-carrying capacity considering the recovery of resin after glass transition but before decomposition and the contribution from the remaining continuous rovings for the decomposed GFRP materials, with satisfactory agreement with the experimental results. It was demonstrated that the specimen with the glass magnesium board showed superior post-fire mechanical performance, with more than half of the post-fire stiffness and capacity remaining after 90 min fire exposure.
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title_short	Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels
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author2	Bai, Yu Qi, Yujun Fang, Hai Wu, Bisheng
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doi_str	10.1016/j.compositesb.2018.01.034
up_date	2024-07-06T19:31:25.283Z
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Post-fire mechanical performance of modular GFRP multicellular slabs with prefabricated fire resistant panels

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