Behavior of GFRP-concrete double tube composite columns

A novel glass fiber-reinforced polymer (GFRP) — concrete double tube composite column, which consists of an outer filament winding GFRP tube, an inner pultruded GFRP tube and infilled core concrete and ring concrete, is proposed in this study. A total of 20 specimens were tested to investigate the s...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Li, Shuai [verfasserIn] Chan, Tak-Ming [verfasserIn] Young, Ben [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	Composite column Confinement Double tube Load capacity Pultruded GFRP Ultimate axial strain

Übergeordnetes Werk:	Enthalten in: Thin-walled structures - Amsterdam [u.a.] : Elsevier Science, 1983, 178
Übergeordnetes Werk:	volume:178

DOI / URN:	10.1016/j.tws.2022.109490

Katalog-ID:	ELV008092583

Internformat


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100	1		\|a Li, Shuai \|e verfasserin \|4 aut
245	1	0	\|a Behavior of GFRP-concrete double tube composite columns
264		1	\|c 2022
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337			\|a Computermedien \|b c \|2 rdamedia
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520			\|a A novel glass fiber-reinforced polymer (GFRP) — concrete double tube composite column, which consists of an outer filament winding GFRP tube, an inner pultruded GFRP tube and infilled core concrete and ring concrete, is proposed in this study. A total of 20 specimens were tested to investigate the structural behavior of the composite column. High strength concrete (HSC) was used as the core concrete filled in the inner pultruded GFRP tube, while engineered cementitious composite (ECC) or normal concrete (NC) with medium compressive strength was used as the ring concrete. Different outer and inner GFRP tube thicknesses were considered. Test results reveal that overall performance of the GFRP-concrete double tube composite columns, especially the deformability, is effectively enhanced in comparison to the corresponding normal GFRP-confined HSC columns. Axial load–strain responses and dilation behavior of the composite column were carefully analyzed. Based on the test results, equations are developed to predict the ultimate load carrying capacity and ultimate axial strain for the proposed GFRP-concrete double tube composite column.
650		4	\|a Composite column
650		4	\|a Confinement
650		4	\|a Double tube
650		4	\|a Load capacity
650		4	\|a Pultruded GFRP
650		4	\|a Ultimate axial strain
700	1		\|a Chan, Tak-Ming \|e verfasserin \|4 aut
700	1		\|a Young, Ben \|e verfasserin \|4 aut
773	0	8	\|i Enthalten in \|t Thin-walled structures \|d Amsterdam [u.a.] : Elsevier Science, 1983 \|g 178 \|h Online-Ressource \|w (DE-627)320423425 \|w (DE-600)2002844-1 \|w (DE-576)259484512 \|7 nnns
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936	b	k	\|a 50.31 \|j Technische Mechanik
936	b	k	\|a 56.11 \|j Baukonstruktion
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Indexfelder

author_variant	s l sl t m c tmc b y by
matchkey_str	lishuaichantakmingyoungben:2022----:eairffpoceeobeueop
hierarchy_sort_str	2022
bklnumber	50.31 56.11
publishDate	2022
allfields	10.1016/j.tws.2022.109490 doi (DE-627)ELV008092583 (ELSEVIER)S0263-8231(22)00329-9 DE-627 ger DE-627 rda eng 690 DE-600 50.31 bkl 56.11 bkl Li, Shuai verfasserin aut Behavior of GFRP-concrete double tube composite columns 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A novel glass fiber-reinforced polymer (GFRP) — concrete double tube composite column, which consists of an outer filament winding GFRP tube, an inner pultruded GFRP tube and infilled core concrete and ring concrete, is proposed in this study. A total of 20 specimens were tested to investigate the structural behavior of the composite column. High strength concrete (HSC) was used as the core concrete filled in the inner pultruded GFRP tube, while engineered cementitious composite (ECC) or normal concrete (NC) with medium compressive strength was used as the ring concrete. Different outer and inner GFRP tube thicknesses were considered. Test results reveal that overall performance of the GFRP-concrete double tube composite columns, especially the deformability, is effectively enhanced in comparison to the corresponding normal GFRP-confined HSC columns. Axial load–strain responses and dilation behavior of the composite column were carefully analyzed. Based on the test results, equations are developed to predict the ultimate load carrying capacity and ultimate axial strain for the proposed GFRP-concrete double tube composite column. Composite column Confinement Double tube Load capacity Pultruded GFRP Ultimate axial strain Chan, Tak-Ming verfasserin aut Young, Ben verfasserin aut Enthalten in Thin-walled structures Amsterdam [u.a.] : Elsevier Science, 1983 178 Online-Ressource (DE-627)320423425 (DE-600)2002844-1 (DE-576)259484512 nnns volume:178 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 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_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 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_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_2232 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 50.31 Technische Mechanik 56.11 Baukonstruktion AR 178
spelling	10.1016/j.tws.2022.109490 doi (DE-627)ELV008092583 (ELSEVIER)S0263-8231(22)00329-9 DE-627 ger DE-627 rda eng 690 DE-600 50.31 bkl 56.11 bkl Li, Shuai verfasserin aut Behavior of GFRP-concrete double tube composite columns 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A novel glass fiber-reinforced polymer (GFRP) — concrete double tube composite column, which consists of an outer filament winding GFRP tube, an inner pultruded GFRP tube and infilled core concrete and ring concrete, is proposed in this study. A total of 20 specimens were tested to investigate the structural behavior of the composite column. High strength concrete (HSC) was used as the core concrete filled in the inner pultruded GFRP tube, while engineered cementitious composite (ECC) or normal concrete (NC) with medium compressive strength was used as the ring concrete. Different outer and inner GFRP tube thicknesses were considered. Test results reveal that overall performance of the GFRP-concrete double tube composite columns, especially the deformability, is effectively enhanced in comparison to the corresponding normal GFRP-confined HSC columns. Axial load–strain responses and dilation behavior of the composite column were carefully analyzed. Based on the test results, equations are developed to predict the ultimate load carrying capacity and ultimate axial strain for the proposed GFRP-concrete double tube composite column. Composite column Confinement Double tube Load capacity Pultruded GFRP Ultimate axial strain Chan, Tak-Ming verfasserin aut Young, Ben verfasserin aut Enthalten in Thin-walled structures Amsterdam [u.a.] : Elsevier Science, 1983 178 Online-Ressource (DE-627)320423425 (DE-600)2002844-1 (DE-576)259484512 nnns volume:178 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 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_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 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_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_2232 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 50.31 Technische Mechanik 56.11 Baukonstruktion AR 178
allfields_unstemmed	10.1016/j.tws.2022.109490 doi (DE-627)ELV008092583 (ELSEVIER)S0263-8231(22)00329-9 DE-627 ger DE-627 rda eng 690 DE-600 50.31 bkl 56.11 bkl Li, Shuai verfasserin aut Behavior of GFRP-concrete double tube composite columns 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A novel glass fiber-reinforced polymer (GFRP) — concrete double tube composite column, which consists of an outer filament winding GFRP tube, an inner pultruded GFRP tube and infilled core concrete and ring concrete, is proposed in this study. A total of 20 specimens were tested to investigate the structural behavior of the composite column. High strength concrete (HSC) was used as the core concrete filled in the inner pultruded GFRP tube, while engineered cementitious composite (ECC) or normal concrete (NC) with medium compressive strength was used as the ring concrete. Different outer and inner GFRP tube thicknesses were considered. Test results reveal that overall performance of the GFRP-concrete double tube composite columns, especially the deformability, is effectively enhanced in comparison to the corresponding normal GFRP-confined HSC columns. Axial load–strain responses and dilation behavior of the composite column were carefully analyzed. Based on the test results, equations are developed to predict the ultimate load carrying capacity and ultimate axial strain for the proposed GFRP-concrete double tube composite column. Composite column Confinement Double tube Load capacity Pultruded GFRP Ultimate axial strain Chan, Tak-Ming verfasserin aut Young, Ben verfasserin aut Enthalten in Thin-walled structures Amsterdam [u.a.] : Elsevier Science, 1983 178 Online-Ressource (DE-627)320423425 (DE-600)2002844-1 (DE-576)259484512 nnns volume:178 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 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_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 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_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_2232 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 50.31 Technische Mechanik 56.11 Baukonstruktion AR 178
allfieldsGer	10.1016/j.tws.2022.109490 doi (DE-627)ELV008092583 (ELSEVIER)S0263-8231(22)00329-9 DE-627 ger DE-627 rda eng 690 DE-600 50.31 bkl 56.11 bkl Li, Shuai verfasserin aut Behavior of GFRP-concrete double tube composite columns 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A novel glass fiber-reinforced polymer (GFRP) — concrete double tube composite column, which consists of an outer filament winding GFRP tube, an inner pultruded GFRP tube and infilled core concrete and ring concrete, is proposed in this study. A total of 20 specimens were tested to investigate the structural behavior of the composite column. High strength concrete (HSC) was used as the core concrete filled in the inner pultruded GFRP tube, while engineered cementitious composite (ECC) or normal concrete (NC) with medium compressive strength was used as the ring concrete. Different outer and inner GFRP tube thicknesses were considered. Test results reveal that overall performance of the GFRP-concrete double tube composite columns, especially the deformability, is effectively enhanced in comparison to the corresponding normal GFRP-confined HSC columns. Axial load–strain responses and dilation behavior of the composite column were carefully analyzed. Based on the test results, equations are developed to predict the ultimate load carrying capacity and ultimate axial strain for the proposed GFRP-concrete double tube composite column. Composite column Confinement Double tube Load capacity Pultruded GFRP Ultimate axial strain Chan, Tak-Ming verfasserin aut Young, Ben verfasserin aut Enthalten in Thin-walled structures Amsterdam [u.a.] : Elsevier Science, 1983 178 Online-Ressource (DE-627)320423425 (DE-600)2002844-1 (DE-576)259484512 nnns volume:178 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 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_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 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_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_2232 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 50.31 Technische Mechanik 56.11 Baukonstruktion AR 178
allfieldsSound	10.1016/j.tws.2022.109490 doi (DE-627)ELV008092583 (ELSEVIER)S0263-8231(22)00329-9 DE-627 ger DE-627 rda eng 690 DE-600 50.31 bkl 56.11 bkl Li, Shuai verfasserin aut Behavior of GFRP-concrete double tube composite columns 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A novel glass fiber-reinforced polymer (GFRP) — concrete double tube composite column, which consists of an outer filament winding GFRP tube, an inner pultruded GFRP tube and infilled core concrete and ring concrete, is proposed in this study. A total of 20 specimens were tested to investigate the structural behavior of the composite column. High strength concrete (HSC) was used as the core concrete filled in the inner pultruded GFRP tube, while engineered cementitious composite (ECC) or normal concrete (NC) with medium compressive strength was used as the ring concrete. Different outer and inner GFRP tube thicknesses were considered. Test results reveal that overall performance of the GFRP-concrete double tube composite columns, especially the deformability, is effectively enhanced in comparison to the corresponding normal GFRP-confined HSC columns. Axial load–strain responses and dilation behavior of the composite column were carefully analyzed. Based on the test results, equations are developed to predict the ultimate load carrying capacity and ultimate axial strain for the proposed GFRP-concrete double tube composite column. Composite column Confinement Double tube Load capacity Pultruded GFRP Ultimate axial strain Chan, Tak-Ming verfasserin aut Young, Ben verfasserin aut Enthalten in Thin-walled structures Amsterdam [u.a.] : Elsevier Science, 1983 178 Online-Ressource (DE-627)320423425 (DE-600)2002844-1 (DE-576)259484512 nnns volume:178 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 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_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 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_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_2232 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 50.31 Technische Mechanik 56.11 Baukonstruktion AR 178
language	English
source	Enthalten in Thin-walled structures 178 volume:178
sourceStr	Enthalten in Thin-walled structures 178 volume:178
format_phy_str_mv	Article
bklname	Technische Mechanik Baukonstruktion
institution	findex.gbv.de
topic_facet	Composite column Confinement Double tube Load capacity Pultruded GFRP Ultimate axial strain
dewey-raw	690
isfreeaccess_bool	false
container_title	Thin-walled structures
authorswithroles_txt_mv	Li, Shuai @@aut@@ Chan, Tak-Ming @@aut@@ Young, Ben @@aut@@
publishDateDaySort_date	2022-01-01T00:00:00Z
hierarchy_top_id	320423425
dewey-sort	3690
id	ELV008092583
language_de	englisch
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author	Li, Shuai
spellingShingle	Li, Shuai ddc 690 bkl 50.31 bkl 56.11 misc Composite column misc Confinement misc Double tube misc Load capacity misc Pultruded GFRP misc Ultimate axial strain Behavior of GFRP-concrete double tube composite columns
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topic_title	690 DE-600 50.31 bkl 56.11 bkl Behavior of GFRP-concrete double tube composite columns Composite column Confinement Double tube Load capacity Pultruded GFRP Ultimate axial strain
topic	ddc 690 bkl 50.31 bkl 56.11 misc Composite column misc Confinement misc Double tube misc Load capacity misc Pultruded GFRP misc Ultimate axial strain
topic_unstemmed	ddc 690 bkl 50.31 bkl 56.11 misc Composite column misc Confinement misc Double tube misc Load capacity misc Pultruded GFRP misc Ultimate axial strain
topic_browse	ddc 690 bkl 50.31 bkl 56.11 misc Composite column misc Confinement misc Double tube misc Load capacity misc Pultruded GFRP misc Ultimate axial strain
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title	Behavior of GFRP-concrete double tube composite columns
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title_full	Behavior of GFRP-concrete double tube composite columns
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author_browse	Li, Shuai Chan, Tak-Ming Young, Ben
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title_sort	behavior of gfrp-concrete double tube composite columns
title_auth	Behavior of GFRP-concrete double tube composite columns
abstract	A novel glass fiber-reinforced polymer (GFRP) — concrete double tube composite column, which consists of an outer filament winding GFRP tube, an inner pultruded GFRP tube and infilled core concrete and ring concrete, is proposed in this study. A total of 20 specimens were tested to investigate the structural behavior of the composite column. High strength concrete (HSC) was used as the core concrete filled in the inner pultruded GFRP tube, while engineered cementitious composite (ECC) or normal concrete (NC) with medium compressive strength was used as the ring concrete. Different outer and inner GFRP tube thicknesses were considered. Test results reveal that overall performance of the GFRP-concrete double tube composite columns, especially the deformability, is effectively enhanced in comparison to the corresponding normal GFRP-confined HSC columns. Axial load–strain responses and dilation behavior of the composite column were carefully analyzed. Based on the test results, equations are developed to predict the ultimate load carrying capacity and ultimate axial strain for the proposed GFRP-concrete double tube composite column.
abstractGer	A novel glass fiber-reinforced polymer (GFRP) — concrete double tube composite column, which consists of an outer filament winding GFRP tube, an inner pultruded GFRP tube and infilled core concrete and ring concrete, is proposed in this study. A total of 20 specimens were tested to investigate the structural behavior of the composite column. High strength concrete (HSC) was used as the core concrete filled in the inner pultruded GFRP tube, while engineered cementitious composite (ECC) or normal concrete (NC) with medium compressive strength was used as the ring concrete. Different outer and inner GFRP tube thicknesses were considered. Test results reveal that overall performance of the GFRP-concrete double tube composite columns, especially the deformability, is effectively enhanced in comparison to the corresponding normal GFRP-confined HSC columns. Axial load–strain responses and dilation behavior of the composite column were carefully analyzed. Based on the test results, equations are developed to predict the ultimate load carrying capacity and ultimate axial strain for the proposed GFRP-concrete double tube composite column.
abstract_unstemmed	A novel glass fiber-reinforced polymer (GFRP) — concrete double tube composite column, which consists of an outer filament winding GFRP tube, an inner pultruded GFRP tube and infilled core concrete and ring concrete, is proposed in this study. A total of 20 specimens were tested to investigate the structural behavior of the composite column. High strength concrete (HSC) was used as the core concrete filled in the inner pultruded GFRP tube, while engineered cementitious composite (ECC) or normal concrete (NC) with medium compressive strength was used as the ring concrete. Different outer and inner GFRP tube thicknesses were considered. Test results reveal that overall performance of the GFRP-concrete double tube composite columns, especially the deformability, is effectively enhanced in comparison to the corresponding normal GFRP-confined HSC columns. Axial load–strain responses and dilation behavior of the composite column were carefully analyzed. Based on the test results, equations are developed to predict the ultimate load carrying capacity and ultimate axial strain for the proposed GFRP-concrete double tube composite column.
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title_short	Behavior of GFRP-concrete double tube composite columns
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up_date	2024-07-06T18:30:48.061Z
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Behavior of GFRP-concrete double tube composite columns

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