Structural performance of concrete-filled square steel tubular columns encased with I-shaped CFRP under eccentric compression
•Conducted eccentric compression tests on 18 CFSST-CFRP long column.•Investigated eccentrically loaded behavior and resistance of CFSST-CFRP column.•Evaluated effects of slenderness ratios and load eccentricity ratio.•Analyzed load bearing capacity and load-transferring mechanism.•Performed parametr...
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| Published in | Engineering structures Vol. 248; p. 113254 |
|---|---|
| Main Authors | , , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
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Elsevier Ltd
01.12.2021
Elsevier BV |
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| Abstract | •Conducted eccentric compression tests on 18 CFSST-CFRP long column.•Investigated eccentrically loaded behavior and resistance of CFSST-CFRP column.•Evaluated effects of slenderness ratios and load eccentricity ratio.•Analyzed load bearing capacity and load-transferring mechanism.•Performed parametric studies on column bearing capacity.•Developed design equations to predict ultimate eccentric load capacity.
This study investigated behavior of concrete filled square steel tubular (CFSST) columns encased with I-shaped CFPR under eccentric compression. Full-scale eccentric compression tests were conducted on eighteen column specimens consisting of square steel tube, concrete, and an I-shaped CFRP profile. The test program considered effects of load eccentricity ratio and column slenderness ratio. The eccentrically loaded column behavior was investigated with respect to the mid-height deflection, load, and failure modes. The development and distribution of longitudinal strain and neural axis for the column were also studied. Finite element models were developed and validated against tested results to further analyze the load-transferring mechanism of the composite column and perform detailed parametric studies. The results indicated that the CFSST column encased with I-shaped CFRP behaved in a ductile manner with the improved capacity and increased stability. Finally, design equations were developed using tested and simulated data to estimate ultimate bearing capacity of the CFSST column encased with I-shaped CFRP when subjected to eccentric compression. The predicted column capacities using the design equations matched well with the tested and simulated capacities. |
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| AbstractList | •Conducted eccentric compression tests on 18 CFSST-CFRP long column.•Investigated eccentrically loaded behavior and resistance of CFSST-CFRP column.•Evaluated effects of slenderness ratios and load eccentricity ratio.•Analyzed load bearing capacity and load-transferring mechanism.•Performed parametric studies on column bearing capacity.•Developed design equations to predict ultimate eccentric load capacity.
This study investigated behavior of concrete filled square steel tubular (CFSST) columns encased with I-shaped CFPR under eccentric compression. Full-scale eccentric compression tests were conducted on eighteen column specimens consisting of square steel tube, concrete, and an I-shaped CFRP profile. The test program considered effects of load eccentricity ratio and column slenderness ratio. The eccentrically loaded column behavior was investigated with respect to the mid-height deflection, load, and failure modes. The development and distribution of longitudinal strain and neural axis for the column were also studied. Finite element models were developed and validated against tested results to further analyze the load-transferring mechanism of the composite column and perform detailed parametric studies. The results indicated that the CFSST column encased with I-shaped CFRP behaved in a ductile manner with the improved capacity and increased stability. Finally, design equations were developed using tested and simulated data to estimate ultimate bearing capacity of the CFSST column encased with I-shaped CFRP when subjected to eccentric compression. The predicted column capacities using the design equations matched well with the tested and simulated capacities. This study investigated behavior of concrete filled square steel tubular (CFSST) columns encased with I-shaped CFPR under eccentric compression. Full-scale eccentric compression tests were conducted on eighteen column specimens consisting of square steel tube, concrete, and an I-shaped CFRP profile. The test program considered effects of load eccentricity ratio and column slenderness ratio. The eccentrically loaded column behavior was investigated with respect to the mid-height deflection, load, and failure modes. The development and distribution of longitudinal strain and neural axis for the column were also studied. Finite element models were developed and validated against tested results to further analyze the load-transferring mechanism of the composite column and perform detailed parametric studies. The results indicated that the CFSST column encased with I-shaped CFRP behaved in a ductile manner with the improved capacity and increased stability. Finally, design equations were developed using tested and simulated data to estimate ultimate bearing capacity of the CFSST column encased with I-shaped CFRP when subjected to eccentric compression. The predicted column capacities using the design equations matched well with the tested and simulated capacities. |
| ArticleNumber | 113254 |
| Author | Sun, Xing Chen, Bowen Ge, Hanbin Li, Guochang Fang, Chen Yang, Zhijian Liu, Yaopeng |
| Author_xml | – sequence: 1 givenname: Guochang surname: Li fullname: Li, Guochang organization: School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning 110168, China – sequence: 2 givenname: Xing surname: Sun fullname: Sun, Xing organization: School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning 110168, China – sequence: 3 givenname: Zhijian surname: Yang fullname: Yang, Zhijian organization: School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning 110168, China – sequence: 4 givenname: Chen surname: Fang fullname: Fang, Chen email: cfang5@unl.edu organization: Midwest Roadside Safety Facility, University of Nebraska-Lincoln, Lincoln, NE 68583, USA – sequence: 5 givenname: Bowen surname: Chen fullname: Chen, Bowen organization: School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning 110168, China – sequence: 6 givenname: Hanbin surname: Ge fullname: Ge, Hanbin organization: Department of Civil Engineering, Meijo University, Nagoya 468-8502, Japan – sequence: 7 givenname: Yaopeng surname: Liu fullname: Liu, Yaopeng organization: Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China |
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| Cites_doi | 10.1016/j.engstruct.2017.06.064 10.1016/j.tws.2013.08.017 10.1260/1369-4332.15.8.1329 10.1016/j.tws.2014.02.022 10.1016/j.jcsr.2017.12.014 10.1016/j.jcsr.2016.10.007 10.1016/j.engstruct.2019.109419 10.1016/j.jcsr.2014.04.016 10.1016/j.tws.2010.09.024 10.1061/(ASCE)0733-9445(2004)130:2(189) 10.1016/j.tws.2007.01.008 10.1016/j.conbuildmat.2018.07.034 10.1016/j.jcsr.2020.106065 10.1061/(ASCE)0733-9445(2004)130:2(203) 10.1016/j.dt.2018.02.001 10.1016/j.tws.2010.05.001 10.1061/(ASCE)0733-9445(2000)126:3(341) 10.1016/j.tws.2012.06.003 10.1016/j.compstruct.2014.12.053 10.1016/j.tws.2020.107289 10.1177/002199837100500106 10.1007/s11709-013-0216-8 10.1002/tal.585 10.1016/j.jcsr.2012.04.001 |
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| Keywords | Load bearing capacity Eccentric compression Concrete filled square steel tubular column Slenderness ratio Finite element analysis Full-scale experimental test I-shaped CFRP |
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| References | Li, Zhan, Yang, Yang (b0105) 2018 Zeng, Lv, Lin, Guo, Li (b0095) 2018; 184 Yang, Han (b0040) 2011; 49 Gand, Chan, Mottram (b0055) 2013; 7 Kim, Lee, Lee, Lee (b0065) 2012; 21 FIP, CEB-FIP Model Code 1990, Thomas Telford Ltd., London, U.K., 1993. Ouyang, Kwan, Lo, Ho (b0030) 2017; 148 Ellobody, Ghazy (b0035) 2012; 76 Li, Liu, Yang, Zhang (b0140) 2017; 128 Guo, Wang, Zhang (b0025) 2012; 15 Zhu (b0180) 2017 Li, Chen, Yang, Liu, Feng (b0045) 2021; 159 GB/T 3856-2005, Test method for compression properties of unidirectional fiber reinforced plastics, China Architecture & Building Press Beijing, China, 2005. Feng, Cheng, Bai, Ye (b0090) 2015; 123 GB/T 335-2005, Test method for longitudinal transverse shear (L-T shear) properties of fiber reinforced plastics, China Architecture & Building Press Beijing, China, 2005. Uy (b0005) 2000; 126 Simulia, ABAQUS Standard, User’s manual, Version 6.10, Rhode Island, USA, 2010. Fujimoto, Mukai, Nishiyama, Sakino (b0020) 2004; 130 Inai, Mukai, Kai, Tokinoya, Fukumoto, Mori (b0010) 2004; 130 Evirgen, Tuncan, Taskin (b0015) 2014; 80 Altin Karataş, Gökkaya (b0060) 2018; 14 GB/T228.1-2010, Metallic materials-tensile testing-Part 1: method of test at room temperature, Standard Press of China, Beijing, China, 2011. GB50010-2010, Code for design of concrete structures, China Architecture & Building Press Beijing, China, 2010. Chen, Jin (b0070) 2010; 48 Yu, Zhang, Cao, Teng (b0080) 2012; 61 Liu (b0175) 2017 Ahmed, Liang, Patel, Hadi (b0050) 2019; 197 Li, Zhan, Yang, Fang, Yang (b0100) 2020; 169 Hassanein, Kharoob, Liang (b0075) 2013; 73 Tsai, Wu (b0165) 1971; 5 Li, Lu, Li, Liu (b0085) 2018; 143 Han, Yao, Tao (b0155) 2007; 45 Han (b0145) 2016 Han, Li, Bjorhovde (b0150) 2014; 100 GB50936-2014, Technical Code for Concrete Filled Steel Tubular Structures., Ministry of Housing and Urban-Rural Development of the People's Republic of China, China Architecture & Building Press Beijing, China, 2014. 10.1016/j.engstruct.2021.113254_b0160 Ellobody (10.1016/j.engstruct.2021.113254_b0035) 2012; 76 Kim (10.1016/j.engstruct.2021.113254_b0065) 2012; 21 Liu (10.1016/j.engstruct.2021.113254_b0175) 2017 Li (10.1016/j.engstruct.2021.113254_b0140) 2017; 128 10.1016/j.engstruct.2021.113254_b0120 Li (10.1016/j.engstruct.2021.113254_b0085) 2018; 143 10.1016/j.engstruct.2021.113254_b0125 Yu (10.1016/j.engstruct.2021.113254_b0080) 2012; 61 Feng (10.1016/j.engstruct.2021.113254_b0090) 2015; 123 Chen (10.1016/j.engstruct.2021.113254_b0070) 2010; 48 Han (10.1016/j.engstruct.2021.113254_b0150) 2014; 100 Zhu (10.1016/j.engstruct.2021.113254_b0180) 2017 Ahmed (10.1016/j.engstruct.2021.113254_b0050) 2019; 197 Guo (10.1016/j.engstruct.2021.113254_b0025) 2012; 15 Yang (10.1016/j.engstruct.2021.113254_b0040) 2011; 49 Li (10.1016/j.engstruct.2021.113254_b0100) 2020; 169 Uy (10.1016/j.engstruct.2021.113254_b0005) 2000; 126 Inai (10.1016/j.engstruct.2021.113254_b0010) 2004; 130 Tsai (10.1016/j.engstruct.2021.113254_b0165) 1971; 5 Han (10.1016/j.engstruct.2021.113254_b0155) 2007; 45 Evirgen (10.1016/j.engstruct.2021.113254_b0015) 2014; 80 Gand (10.1016/j.engstruct.2021.113254_b0055) 2013; 7 Li (10.1016/j.engstruct.2021.113254_b0105) 2018 10.1016/j.engstruct.2021.113254_b0110 Li (10.1016/j.engstruct.2021.113254_b0045) 2021; 159 10.1016/j.engstruct.2021.113254_b0130 10.1016/j.engstruct.2021.113254_b0135 10.1016/j.engstruct.2021.113254_b0115 Zeng (10.1016/j.engstruct.2021.113254_b0095) 2018; 184 Hassanein (10.1016/j.engstruct.2021.113254_b0075) 2013; 73 Ouyang (10.1016/j.engstruct.2021.113254_b0030) 2017; 148 Altin Karataş (10.1016/j.engstruct.2021.113254_b0060) 2018; 14 Fujimoto (10.1016/j.engstruct.2021.113254_b0020) 2004; 130 Han (10.1016/j.engstruct.2021.113254_b0145) 2016 |
| References_xml | – volume: 21 start-page: 178 year: 2012 end-page: 193 ident: b0065 article-title: Axial behavior of concrete-filled carbon fiber-reinforced polymer composite columns publication-title: The Structural Design of Tall and Special Buildings – reference: GB/T 335-2005, Test method for longitudinal transverse shear (L-T shear) properties of fiber reinforced plastics, China Architecture & Building Press Beijing, China, 2005. – volume: 14 start-page: 318 year: 2018 end-page: 326 ident: b0060 article-title: A review on machinability of carbon fiber reinforced polymer (CFRP) and glass fiber reinforced polymer (GFRP) composite materials publication-title: Defence Technology – volume: 73 start-page: 252 year: 2013 end-page: 263 ident: b0075 article-title: Circular concrete-filled double skin tubular short columns with external stainless steel tubes under axial compression publication-title: Thin-Walled Structures – reference: FIP, CEB-FIP Model Code 1990, Thomas Telford Ltd., London, U.K., 1993. – reference: Simulia, ABAQUS Standard, User’s manual, Version 6.10, Rhode Island, USA, 2010. – volume: 143 start-page: 110 year: 2018 end-page: 118 ident: b0085 article-title: Slenderness effects on concrete-filled steel tube columns confined with CFRP publication-title: J Constr Steel Res – volume: 45 start-page: 24 year: 2007 end-page: 36 ident: b0155 article-title: Performance of concrete-filled thin-walled steel tubes under pure torsion publication-title: Thin-Walled Structures – volume: 148 start-page: 387 year: 2017 end-page: 398 ident: b0030 article-title: Finite element analysis of concrete-filled steel tube (CFST) columns with circular sections under eccentric load publication-title: Eng Struct – volume: 126 start-page: 341 year: 2000 end-page: 352 ident: b0005 article-title: Strength of concrete filled steel box columns incorporating local buckling publication-title: J Struct Eng – volume: 100 start-page: 211 year: 2014 end-page: 228 ident: b0150 article-title: Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members publication-title: J Constr Steel Res – volume: 49 start-page: 379 year: 2011 end-page: 395 ident: b0040 article-title: Behaviour of concrete filled steel tubular (CFST) stub columns under eccentric partial compression publication-title: Thin-Walled Structures – volume: 80 start-page: 46 year: 2014 end-page: 56 ident: b0015 article-title: Structural behavior of concrete filled steel tubular sections (CFT/CFSt) under axial compression publication-title: Thin-Walled Structures – volume: 123 start-page: 312 year: 2015 end-page: 324 ident: b0090 article-title: Mechanical behavior of concrete-filled square steel tube with FRP-confined concrete core subjected to axial compression publication-title: Compos Struct – year: 2016 ident: b0145 article-title: Concrete filled steel tubular structures-theory and practice – reference: GB/T228.1-2010, Metallic materials-tensile testing-Part 1: method of test at room temperature, Standard Press of China, Beijing, China, 2011. – start-page: 259 year: 2018 end-page: 266 ident: b0105 publication-title: Finite element analysis of mechanical behavior of concrete-filled square steel tube short columns with inner I-shaped CFRP profiles subjected to bi-axial eccentric load – volume: 15 start-page: 1329 year: 2012 end-page: 1344 ident: b0025 article-title: Experimental study of concrete-filled rectangular HSS columns subjected to biaxial bending publication-title: Adv Struct Eng – reference: GB/T 3856-2005, Test method for compression properties of unidirectional fiber reinforced plastics, China Architecture & Building Press Beijing, China, 2005. – volume: 5 start-page: 58 year: 1971 end-page: 80 ident: b0165 article-title: A general theory of strength for anisotropic materials publication-title: J Compos Mater – volume: 197 year: 2019 ident: b0050 article-title: Experimental and numerical studies of square concrete-filled double steel tubular short columns under eccentric loading publication-title: Eng Struct – year: 2017 ident: b0180 publication-title: Axially loaded behavior of concrete filled square steel tubular long column stiffened with an I-section CFRP profile, Master Thesis – volume: 48 start-page: 718 year: 2010 end-page: 724 ident: b0070 article-title: Experimental investigation of thin-walled complex section concrete-filled steel stub columns publication-title: Thin-walled structures – volume: 130 start-page: 189 year: 2004 end-page: 202 ident: b0010 article-title: Behavior of concrete-filled steel tube beam columns publication-title: J Struct Eng – volume: 184 start-page: 668 year: 2018 end-page: 680 ident: b0095 article-title: Compressive behavior of double-tube concrete columns with an outer square FRP tube and an inner circular high-strength steel tube publication-title: Constr Build Mater – volume: 128 start-page: 732 year: 2017 end-page: 744 ident: b0140 article-title: Flexural behavior of high strength concrete filled high strength square steel tube publication-title: J Constr Steel Res – volume: 130 start-page: 203 year: 2004 end-page: 212 ident: b0020 article-title: Behavior of eccentrically loaded concrete-filled steel tubular columns publication-title: J Struct Eng – volume: 7 start-page: 227 year: 2013 end-page: 244 ident: b0055 article-title: Civil and structural engineering applications, recent trends, research and developments on pultruded fiber reinforced polymer closed sections: a review publication-title: Frontiers of Structural and Civil Engineering – volume: 76 start-page: 167 year: 2012 end-page: 176 ident: b0035 article-title: Experimental investigation of eccentrically loaded fibre reinforced concrete-filled stainless steel tubular columns publication-title: J Constr Steel Res – volume: 169 year: 2020 ident: b0100 article-title: Behavior of concrete-filled square steel tubular stub columns stiffened with encased I-section CFRP profile under biaxial bending publication-title: J Constr Steel Res – volume: 61 start-page: 196 year: 2012 end-page: 203 ident: b0080 article-title: Behavior of hybrid FRP-concrete-steel double-skin tubular columns subjected to cyclic axial compression publication-title: Thin-walled structures – reference: GB50936-2014, Technical Code for Concrete Filled Steel Tubular Structures., Ministry of Housing and Urban-Rural Development of the People's Republic of China, China Architecture & Building Press Beijing, China, 2014. – year: 2017 ident: b0175 publication-title: Behavior of concrete filled square steel tubular stub column stiffened with an I-section CFRP profile under axial compression, Master Thesis – volume: 159 year: 2021 ident: b0045 article-title: Experimental and numerical behavior of eccentrically loaded square concrete-filled steel tubular long columns made of high-strength steel and concrete publication-title: Thin-Walled Structures – reference: GB50010-2010, Code for design of concrete structures, China Architecture & Building Press Beijing, China, 2010. – volume: 148 start-page: 387 year: 2017 ident: 10.1016/j.engstruct.2021.113254_b0030 article-title: Finite element analysis of concrete-filled steel tube (CFST) columns with circular sections under eccentric load publication-title: Eng Struct doi: 10.1016/j.engstruct.2017.06.064 – volume: 73 start-page: 252 year: 2013 ident: 10.1016/j.engstruct.2021.113254_b0075 article-title: Circular concrete-filled double skin tubular short columns with external stainless steel tubes under axial compression publication-title: Thin-Walled Structures doi: 10.1016/j.tws.2013.08.017 – volume: 15 start-page: 1329 issue: 8 year: 2012 ident: 10.1016/j.engstruct.2021.113254_b0025 article-title: Experimental study of concrete-filled rectangular HSS columns subjected to biaxial bending publication-title: Adv Struct Eng doi: 10.1260/1369-4332.15.8.1329 – volume: 80 start-page: 46 year: 2014 ident: 10.1016/j.engstruct.2021.113254_b0015 article-title: Structural behavior of concrete filled steel tubular sections (CFT/CFSt) under axial compression publication-title: Thin-Walled Structures doi: 10.1016/j.tws.2014.02.022 – volume: 143 start-page: 110 year: 2018 ident: 10.1016/j.engstruct.2021.113254_b0085 article-title: Slenderness effects on concrete-filled steel tube columns confined with CFRP publication-title: J Constr Steel Res doi: 10.1016/j.jcsr.2017.12.014 – ident: 10.1016/j.engstruct.2021.113254_b0125 – volume: 128 start-page: 732 year: 2017 ident: 10.1016/j.engstruct.2021.113254_b0140 article-title: Flexural behavior of high strength concrete filled high strength square steel tube publication-title: J Constr Steel Res doi: 10.1016/j.jcsr.2016.10.007 – start-page: 259 year: 2018 ident: 10.1016/j.engstruct.2021.113254_b0105 – volume: 197 year: 2019 ident: 10.1016/j.engstruct.2021.113254_b0050 article-title: Experimental and numerical studies of square concrete-filled double steel tubular short columns under eccentric loading publication-title: Eng Struct doi: 10.1016/j.engstruct.2019.109419 – volume: 100 start-page: 211 year: 2014 ident: 10.1016/j.engstruct.2021.113254_b0150 article-title: Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members publication-title: J Constr Steel Res doi: 10.1016/j.jcsr.2014.04.016 – ident: 10.1016/j.engstruct.2021.113254_b0160 – volume: 49 start-page: 379 issue: 2 year: 2011 ident: 10.1016/j.engstruct.2021.113254_b0040 article-title: Behaviour of concrete filled steel tubular (CFST) stub columns under eccentric partial compression publication-title: Thin-Walled Structures doi: 10.1016/j.tws.2010.09.024 – ident: 10.1016/j.engstruct.2021.113254_b0115 – volume: 130 start-page: 189 issue: 2 year: 2004 ident: 10.1016/j.engstruct.2021.113254_b0010 article-title: Behavior of concrete-filled steel tube beam columns publication-title: J Struct Eng doi: 10.1061/(ASCE)0733-9445(2004)130:2(189) – volume: 45 start-page: 24 issue: 1 year: 2007 ident: 10.1016/j.engstruct.2021.113254_b0155 article-title: Performance of concrete-filled thin-walled steel tubes under pure torsion publication-title: Thin-Walled Structures doi: 10.1016/j.tws.2007.01.008 – volume: 184 start-page: 668 year: 2018 ident: 10.1016/j.engstruct.2021.113254_b0095 article-title: Compressive behavior of double-tube concrete columns with an outer square FRP tube and an inner circular high-strength steel tube publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2018.07.034 – volume: 169 year: 2020 ident: 10.1016/j.engstruct.2021.113254_b0100 article-title: Behavior of concrete-filled square steel tubular stub columns stiffened with encased I-section CFRP profile under biaxial bending publication-title: J Constr Steel Res doi: 10.1016/j.jcsr.2020.106065 – volume: 130 start-page: 203 issue: 2 year: 2004 ident: 10.1016/j.engstruct.2021.113254_b0020 article-title: Behavior of eccentrically loaded concrete-filled steel tubular columns publication-title: J Struct Eng doi: 10.1061/(ASCE)0733-9445(2004)130:2(203) – volume: 14 start-page: 318 issue: 4 year: 2018 ident: 10.1016/j.engstruct.2021.113254_b0060 article-title: A review on machinability of carbon fiber reinforced polymer (CFRP) and glass fiber reinforced polymer (GFRP) composite materials publication-title: Defence Technology doi: 10.1016/j.dt.2018.02.001 – volume: 48 start-page: 718 issue: 9 year: 2010 ident: 10.1016/j.engstruct.2021.113254_b0070 article-title: Experimental investigation of thin-walled complex section concrete-filled steel stub columns publication-title: Thin-walled structures doi: 10.1016/j.tws.2010.05.001 – volume: 126 start-page: 341 issue: 3 year: 2000 ident: 10.1016/j.engstruct.2021.113254_b0005 article-title: Strength of concrete filled steel box columns incorporating local buckling publication-title: J Struct Eng doi: 10.1061/(ASCE)0733-9445(2000)126:3(341) – ident: 10.1016/j.engstruct.2021.113254_b0130 – volume: 61 start-page: 196 year: 2012 ident: 10.1016/j.engstruct.2021.113254_b0080 article-title: Behavior of hybrid FRP-concrete-steel double-skin tubular columns subjected to cyclic axial compression publication-title: Thin-walled structures doi: 10.1016/j.tws.2012.06.003 – volume: 123 start-page: 312 year: 2015 ident: 10.1016/j.engstruct.2021.113254_b0090 article-title: Mechanical behavior of concrete-filled square steel tube with FRP-confined concrete core subjected to axial compression publication-title: Compos Struct doi: 10.1016/j.compstruct.2014.12.053 – volume: 159 year: 2021 ident: 10.1016/j.engstruct.2021.113254_b0045 article-title: Experimental and numerical behavior of eccentrically loaded square concrete-filled steel tubular long columns made of high-strength steel and concrete publication-title: Thin-Walled Structures doi: 10.1016/j.tws.2020.107289 – volume: 5 start-page: 58 issue: 1 year: 1971 ident: 10.1016/j.engstruct.2021.113254_b0165 article-title: A general theory of strength for anisotropic materials publication-title: J Compos Mater doi: 10.1177/002199837100500106 – volume: 7 start-page: 227 issue: 3 year: 2013 ident: 10.1016/j.engstruct.2021.113254_b0055 article-title: Civil and structural engineering applications, recent trends, research and developments on pultruded fiber reinforced polymer closed sections: a review publication-title: Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-013-0216-8 – ident: 10.1016/j.engstruct.2021.113254_b0120 – volume: 21 start-page: 178 issue: 3 year: 2012 ident: 10.1016/j.engstruct.2021.113254_b0065 article-title: Axial behavior of concrete-filled carbon fiber-reinforced polymer composite columns publication-title: The Structural Design of Tall and Special Buildings doi: 10.1002/tal.585 – volume: 76 start-page: 167 year: 2012 ident: 10.1016/j.engstruct.2021.113254_b0035 article-title: Experimental investigation of eccentrically loaded fibre reinforced concrete-filled stainless steel tubular columns publication-title: J Constr Steel Res doi: 10.1016/j.jcsr.2012.04.001 – year: 2017 ident: 10.1016/j.engstruct.2021.113254_b0180 – year: 2017 ident: 10.1016/j.engstruct.2021.113254_b0175 – year: 2016 ident: 10.1016/j.engstruct.2021.113254_b0145 – ident: 10.1016/j.engstruct.2021.113254_b0110 – ident: 10.1016/j.engstruct.2021.113254_b0135 |
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| Snippet | •Conducted eccentric compression tests on 18 CFSST-CFRP long column.•Investigated eccentrically loaded behavior and resistance of CFSST-CFRP column.•Evaluated... This study investigated behavior of concrete filled square steel tubular (CFSST) columns encased with I-shaped CFPR under eccentric compression. Full-scale... |
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| SubjectTerms | Bearing capacity Composite columns Compression Compression tests Concrete Concrete filled square steel tubular column Eccentric compression Eccentric loads Eccentricity Failure modes Finite element analysis Finite element method Full-scale experimental test I-shaped CFRP Load bearing capacity Load distribution Mathematical models Slenderness ratio Steel Steel columns Steel tubes |
| Title | Structural performance of concrete-filled square steel tubular columns encased with I-shaped CFRP under eccentric compression |
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