A case study on seismic behavior of circular-sectional steel tubular columns filled with concrete of 100% recycled aggregates
With the purpose of recycling waste concrete to the maximum extent, the production of new concrete with 100% fine and coarse recycled aggregates (abbreviated as FRAC) is valuable to be developed as a kind of green and economy building material. To utilize the sufficient compressive strength and avoi...
| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
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Elsevier
2022-06-01
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| Series: | Case Studies in Construction Materials |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509522001243 |
| _version_ | 1818549084908158976 |
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| author | Yabin Yang Gonglian Chen Yuxiang Wu Xingxin Li Fenglan Li Shunbo Zhao |
| author_facet | Yabin Yang Gonglian Chen Yuxiang Wu Xingxin Li Fenglan Li Shunbo Zhao |
| author_sort | Yabin Yang |
| collection | DOAJ |
| description | With the purpose of recycling waste concrete to the maximum extent, the production of new concrete with 100% fine and coarse recycled aggregates (abbreviated as FRAC) is valuable to be developed as a kind of green and economy building material. To utilize the sufficient compressive strength and avoid the shortage of lower tensile strength of the FRAC, using it as the filling concrete in steel tubular columns is a good choice. In this paper, an experimental study was carried out on the seismic performance of ten circular-sectional steel tubular columns by the pseudo-static test. Eight columns were manufactured with different FRAC strength and diameter-to-thickness ratio of steel tube, and two columns were made as reference by filling conventional concrete. The strain of steel tube, load-displacement hysteretic curves and failure patterns of test columns were measured. Results show that the test columns failed at the root with bulge undermining like elephant leg and the yield of steel tube, the FRAC presented a good filling material owing to the combined working with and confinement by the steel tube. Test columns presented good overall seismic performance with a better energy dissipation ability featured by the fully spindle hysteretic curves and the complete enveloping curves. The ductility of FRAC-filled steel tube columns was sufficient at the same level of conventional concrete-filled steel tube column with a ductility index larger than 3.0. Finally, the method for computing the bearing capacity of circular-sectional FRAC-filled steel tubular columns is suggested. |
| first_indexed | 2024-12-12T08:28:50Z |
| format | Article |
| id | doaj.art-b7091c8e6ca14e69a76ace565a98e8fb |
| institution | Directory Open Access Journal |
| issn | 2214-5095 |
| language | English |
| last_indexed | 2024-12-12T08:28:50Z |
| publishDate | 2022-06-01 |
| publisher | Elsevier |
| record_format | Article |
| series | Case Studies in Construction Materials |
| spelling | doaj.art-b7091c8e6ca14e69a76ace565a98e8fb2022-12-22T00:31:09ZengElsevierCase Studies in Construction Materials2214-50952022-06-0116e00992A case study on seismic behavior of circular-sectional steel tubular columns filled with concrete of 100% recycled aggregatesYabin Yang0Gonglian Chen1Yuxiang Wu2Xingxin Li3Fenglan Li4Shunbo Zhao5International Joint Research Lab for Eco-Building Materials and Engineering of Henan, School of Civil Engineering and Communications, North China University of Water Resources and Electric Power, Zhengzhou 450045, ChinaInternational Joint Research Lab for Eco-Building Materials and Engineering of Henan, School of Civil Engineering and Communications, North China University of Water Resources and Electric Power, Zhengzhou 450045, ChinaInternational Joint Research Lab for Eco-Building Materials and Engineering of Henan, School of Civil Engineering and Communications, North China University of Water Resources and Electric Power, Zhengzhou 450045, ChinaInternational Joint Research Lab for Eco-Building Materials and Engineering of Henan, School of Civil Engineering and Communications, North China University of Water Resources and Electric Power, Zhengzhou 450045, ChinaInternational Joint Research Lab for Eco-Building Materials and Engineering of Henan, School of Civil Engineering and Communications, North China University of Water Resources and Electric Power, Zhengzhou 450045, ChinaInternational Joint Research Lab for Eco-Building Materials and Engineering of Henan, School of Civil Engineering and Communications, North China University of Water Resources and Electric Power, Zhengzhou 450045, China; Collaborative Innovation Center for Efficient Utilization of Water Resources, North China University of Water Resources and Electric Power, Zhengzhou 450046, China; Corresponding author at: International Joint Research Lab for Eco-Building Materials and Engineering of Henan, School of Civil Engineering and Communications, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.With the purpose of recycling waste concrete to the maximum extent, the production of new concrete with 100% fine and coarse recycled aggregates (abbreviated as FRAC) is valuable to be developed as a kind of green and economy building material. To utilize the sufficient compressive strength and avoid the shortage of lower tensile strength of the FRAC, using it as the filling concrete in steel tubular columns is a good choice. In this paper, an experimental study was carried out on the seismic performance of ten circular-sectional steel tubular columns by the pseudo-static test. Eight columns were manufactured with different FRAC strength and diameter-to-thickness ratio of steel tube, and two columns were made as reference by filling conventional concrete. The strain of steel tube, load-displacement hysteretic curves and failure patterns of test columns were measured. Results show that the test columns failed at the root with bulge undermining like elephant leg and the yield of steel tube, the FRAC presented a good filling material owing to the combined working with and confinement by the steel tube. Test columns presented good overall seismic performance with a better energy dissipation ability featured by the fully spindle hysteretic curves and the complete enveloping curves. The ductility of FRAC-filled steel tube columns was sufficient at the same level of conventional concrete-filled steel tube column with a ductility index larger than 3.0. Finally, the method for computing the bearing capacity of circular-sectional FRAC-filled steel tubular columns is suggested.http://www.sciencedirect.com/science/article/pii/S2214509522001243Concrete-filled steel tubular columnConcrete with 100% fine and coarse recycled aggregatesSeismic performanceConcrete strengthDiameter to thickness ratio |
| spellingShingle | Yabin Yang Gonglian Chen Yuxiang Wu Xingxin Li Fenglan Li Shunbo Zhao A case study on seismic behavior of circular-sectional steel tubular columns filled with concrete of 100% recycled aggregates Case Studies in Construction Materials Concrete-filled steel tubular column Concrete with 100% fine and coarse recycled aggregates Seismic performance Concrete strength Diameter to thickness ratio |
| title | A case study on seismic behavior of circular-sectional steel tubular columns filled with concrete of 100% recycled aggregates |
| title_full | A case study on seismic behavior of circular-sectional steel tubular columns filled with concrete of 100% recycled aggregates |
| title_fullStr | A case study on seismic behavior of circular-sectional steel tubular columns filled with concrete of 100% recycled aggregates |
| title_full_unstemmed | A case study on seismic behavior of circular-sectional steel tubular columns filled with concrete of 100% recycled aggregates |
| title_short | A case study on seismic behavior of circular-sectional steel tubular columns filled with concrete of 100% recycled aggregates |
| title_sort | case study on seismic behavior of circular sectional steel tubular columns filled with concrete of 100 recycled aggregates |
| topic | Concrete-filled steel tubular column Concrete with 100% fine and coarse recycled aggregates Seismic performance Concrete strength Diameter to thickness ratio |
| url | http://www.sciencedirect.com/science/article/pii/S2214509522001243 |
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