Numerical analysis and design of thin-walled RECFST stub columns under axial compression
Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Wang, Jingfeng [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2018transfer abstract |
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| Schlagwörter: |
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| Umfang: |
17 |
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| Übergeordnetes Werk: |
Enthalten in: Transmission of feto-placental metabolic anomalies through paternal lineage - Capobianco, Evangelina ELSEVIER, 2022, Amsterdam [u.a.] |
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| Übergeordnetes Werk: |
volume:129 ; year:2018 ; pages:166-182 ; extent:17 |
| Links: |
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| DOI / URN: |
10.1016/j.tws.2018.03.024 |
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ELV043420257 |
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| 520 | |a Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. | ||
| 520 | |a Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. | ||
| 650 | 7 | |a Axial compressive behavior |2 Elsevier | |
| 650 | 7 | |a Equivalent constitutive model |2 Elsevier | |
| 650 | 7 | |a Round-ended elliptical concrete-filled steel tube (RECFST) |2 Elsevier | |
| 650 | 7 | |a Simplified design method |2 Elsevier | |
| 650 | 7 | |a Finite element (FE) modeling |2 Elsevier | |
| 700 | 1 | |a Shen, Qihan |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier Science |a Capobianco, Evangelina ELSEVIER |t Transmission of feto-placental metabolic anomalies through paternal lineage |d 2022 |g Amsterdam [u.a.] |w (DE-627)ELV007893337 |
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10.1016/j.tws.2018.03.024 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001020.pica (DE-627)ELV043420257 (ELSEVIER)S0263-8231(17)31569-0 DE-627 ger DE-627 rakwb eng 610 VZ 44.92 bkl Wang, Jingfeng verfasserin aut Numerical analysis and design of thin-walled RECFST stub columns under axial compression 2018transfer abstract 17 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. Axial compressive behavior Elsevier Equivalent constitutive model Elsevier Round-ended elliptical concrete-filled steel tube (RECFST) Elsevier Simplified design method Elsevier Finite element (FE) modeling Elsevier Shen, Qihan oth Enthalten in Elsevier Science Capobianco, Evangelina ELSEVIER Transmission of feto-placental metabolic anomalies through paternal lineage 2022 Amsterdam [u.a.] (DE-627)ELV007893337 volume:129 year:2018 pages:166-182 extent:17 https://doi.org/10.1016/j.tws.2018.03.024 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.92 Gynäkologie VZ AR 129 2018 166-182 17 |
| spelling |
10.1016/j.tws.2018.03.024 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001020.pica (DE-627)ELV043420257 (ELSEVIER)S0263-8231(17)31569-0 DE-627 ger DE-627 rakwb eng 610 VZ 44.92 bkl Wang, Jingfeng verfasserin aut Numerical analysis and design of thin-walled RECFST stub columns under axial compression 2018transfer abstract 17 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. Axial compressive behavior Elsevier Equivalent constitutive model Elsevier Round-ended elliptical concrete-filled steel tube (RECFST) Elsevier Simplified design method Elsevier Finite element (FE) modeling Elsevier Shen, Qihan oth Enthalten in Elsevier Science Capobianco, Evangelina ELSEVIER Transmission of feto-placental metabolic anomalies through paternal lineage 2022 Amsterdam [u.a.] (DE-627)ELV007893337 volume:129 year:2018 pages:166-182 extent:17 https://doi.org/10.1016/j.tws.2018.03.024 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.92 Gynäkologie VZ AR 129 2018 166-182 17 |
| allfields_unstemmed |
10.1016/j.tws.2018.03.024 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001020.pica (DE-627)ELV043420257 (ELSEVIER)S0263-8231(17)31569-0 DE-627 ger DE-627 rakwb eng 610 VZ 44.92 bkl Wang, Jingfeng verfasserin aut Numerical analysis and design of thin-walled RECFST stub columns under axial compression 2018transfer abstract 17 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. Axial compressive behavior Elsevier Equivalent constitutive model Elsevier Round-ended elliptical concrete-filled steel tube (RECFST) Elsevier Simplified design method Elsevier Finite element (FE) modeling Elsevier Shen, Qihan oth Enthalten in Elsevier Science Capobianco, Evangelina ELSEVIER Transmission of feto-placental metabolic anomalies through paternal lineage 2022 Amsterdam [u.a.] (DE-627)ELV007893337 volume:129 year:2018 pages:166-182 extent:17 https://doi.org/10.1016/j.tws.2018.03.024 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.92 Gynäkologie VZ AR 129 2018 166-182 17 |
| allfieldsGer |
10.1016/j.tws.2018.03.024 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001020.pica (DE-627)ELV043420257 (ELSEVIER)S0263-8231(17)31569-0 DE-627 ger DE-627 rakwb eng 610 VZ 44.92 bkl Wang, Jingfeng verfasserin aut Numerical analysis and design of thin-walled RECFST stub columns under axial compression 2018transfer abstract 17 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. Axial compressive behavior Elsevier Equivalent constitutive model Elsevier Round-ended elliptical concrete-filled steel tube (RECFST) Elsevier Simplified design method Elsevier Finite element (FE) modeling Elsevier Shen, Qihan oth Enthalten in Elsevier Science Capobianco, Evangelina ELSEVIER Transmission of feto-placental metabolic anomalies through paternal lineage 2022 Amsterdam [u.a.] (DE-627)ELV007893337 volume:129 year:2018 pages:166-182 extent:17 https://doi.org/10.1016/j.tws.2018.03.024 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.92 Gynäkologie VZ AR 129 2018 166-182 17 |
| allfieldsSound |
10.1016/j.tws.2018.03.024 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001020.pica (DE-627)ELV043420257 (ELSEVIER)S0263-8231(17)31569-0 DE-627 ger DE-627 rakwb eng 610 VZ 44.92 bkl Wang, Jingfeng verfasserin aut Numerical analysis and design of thin-walled RECFST stub columns under axial compression 2018transfer abstract 17 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. Axial compressive behavior Elsevier Equivalent constitutive model Elsevier Round-ended elliptical concrete-filled steel tube (RECFST) Elsevier Simplified design method Elsevier Finite element (FE) modeling Elsevier Shen, Qihan oth Enthalten in Elsevier Science Capobianco, Evangelina ELSEVIER Transmission of feto-placental metabolic anomalies through paternal lineage 2022 Amsterdam [u.a.] (DE-627)ELV007893337 volume:129 year:2018 pages:166-182 extent:17 https://doi.org/10.1016/j.tws.2018.03.024 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.92 Gynäkologie VZ AR 129 2018 166-182 17 |
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Enthalten in Transmission of feto-placental metabolic anomalies through paternal lineage Amsterdam [u.a.] volume:129 year:2018 pages:166-182 extent:17 |
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numerical analysis and design of thin-walled recfst stub columns under axial compression |
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Numerical analysis and design of thin-walled RECFST stub columns under axial compression |
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Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. |
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Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. |
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Round-ended elliptical concrete-filled steel tube (RECFST) column is a novel type of composite member which is gradually used in engineering practices (i.e. piers and arches) because of its low flow resistance coefficient and reasonable distribution of major-minor axis. However, little attentions to the structural behavior of RECFST columns have been paid. This paper makes an attempt to conduct a numerical analysis on the axial compressive performance of RECFST stub columns. Firstly, an equivalent constitutive model for the confined round-ended concrete of the RECFST column was proposed. Following this, a nonlinear finite element (FE) modeling considering contact interactions of the type of thin-walled CFST column was developed and verified by the test results in terms of axial load (N) - longitudinal shortening (δ) curves and failure modes. The influence of extensive parameters, including diameter-to-thickness ratio, aspect ratio and cross-section area etc., on the performance of thin-walled RECFST stub columns under axial compression was estimated as well. The analytical results demonstrated that the axial compressive strength of thin-walled RECFST stub columns was substantially improved with the increase of the steel strength, the concrete strength and the cross-section area, and the trend of the N-δ curves was obviously affected by the confinement factor. Finally, two simplified design methods to predict the axial compressive strength of thin-walled RECFST stub columns were established on the basis of the simple superposition approach and the unified theory. The studies may provide a considerable reference for designing this type of structures in engineering practice. |
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