Static Behavior of Circular Section CFRP Concrete-Filled Steel Tubes Under Compressive–Torsional Load
In order to study the compressive torsional behavior of concrete-filled CFRP steel tubes (CF-CFRP-STs), the static test of eight circular section CF-CFRP-ST compression torsional specimens was carried out. The characteristics of the torque–angle (T–θ) curve and shear stress shear–strain (τ–γ) curve,...
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| Format: | Article |
| Language: | English |
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Frontiers Media S.A.
2022-07-01
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| Series: | Frontiers in Materials |
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| Online Access: | https://www.frontiersin.org/articles/10.3389/fmats.2022.869786/full |
| _version_ | 1818108508106653696 |
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| author | Qing-li Wang Jie Zhao Kuan Peng |
| author_facet | Qing-li Wang Jie Zhao Kuan Peng |
| author_sort | Qing-li Wang |
| collection | DOAJ |
| description | In order to study the compressive torsional behavior of concrete-filled CFRP steel tubes (CF-CFRP-STs), the static test of eight circular section CF-CFRP-ST compression torsional specimens was carried out. The characteristics of the torque–angle (T–θ) curve and shear stress shear–strain (τ–γ) curve, failure mode, cooperative work between steel tubes and CFRP, and cross-section assumption were studied. The T–θ curve, τ–γ curve, and failure mode of the specimen are simulated by ABAQUS. Based on the above research, the stress distribution of each component material is analyzed. The effects of transverse CFRP layers, material strength, steel ratio, and axial compression ratio on the static performance of members are discussed. Based on the performance analysis, the bearing capacity equation of CF-CFRP-ST compression-torsional members is proposed. |
| first_indexed | 2024-12-11T02:16:28Z |
| format | Article |
| id | doaj.art-d8920713b7494f3998fda9f62684ac7c |
| institution | Directory Open Access Journal |
| issn | 2296-8016 |
| language | English |
| last_indexed | 2024-12-11T02:16:28Z |
| publishDate | 2022-07-01 |
| publisher | Frontiers Media S.A. |
| record_format | Article |
| series | Frontiers in Materials |
| spelling | doaj.art-d8920713b7494f3998fda9f62684ac7c2022-12-22T01:24:10ZengFrontiers Media S.A.Frontiers in Materials2296-80162022-07-01910.3389/fmats.2022.869786869786Static Behavior of Circular Section CFRP Concrete-Filled Steel Tubes Under Compressive–Torsional LoadQing-li Wang0Jie Zhao1Kuan Peng2School of Civil Engineering, University of Science and Technology Liaoning, Anshan, ChinaSchool of Civil Engineering, University of Science and Technology Liaoning, Anshan, ChinaSchool of Mechatronic Engineering, Southwest Petroleum University, Chengdu, ChinaIn order to study the compressive torsional behavior of concrete-filled CFRP steel tubes (CF-CFRP-STs), the static test of eight circular section CF-CFRP-ST compression torsional specimens was carried out. The characteristics of the torque–angle (T–θ) curve and shear stress shear–strain (τ–γ) curve, failure mode, cooperative work between steel tubes and CFRP, and cross-section assumption were studied. The T–θ curve, τ–γ curve, and failure mode of the specimen are simulated by ABAQUS. Based on the above research, the stress distribution of each component material is analyzed. The effects of transverse CFRP layers, material strength, steel ratio, and axial compression ratio on the static performance of members are discussed. Based on the performance analysis, the bearing capacity equation of CF-CFRP-ST compression-torsional members is proposed.https://www.frontiersin.org/articles/10.3389/fmats.2022.869786/fullcircular concrete-filled CFRP steel tubeexperimental studyfinite element studybearing capacity equationparameter analysis |
| spellingShingle | Qing-li Wang Jie Zhao Kuan Peng Static Behavior of Circular Section CFRP Concrete-Filled Steel Tubes Under Compressive–Torsional Load Frontiers in Materials circular concrete-filled CFRP steel tube experimental study finite element study bearing capacity equation parameter analysis |
| title | Static Behavior of Circular Section CFRP Concrete-Filled Steel Tubes Under Compressive–Torsional Load |
| title_full | Static Behavior of Circular Section CFRP Concrete-Filled Steel Tubes Under Compressive–Torsional Load |
| title_fullStr | Static Behavior of Circular Section CFRP Concrete-Filled Steel Tubes Under Compressive–Torsional Load |
| title_full_unstemmed | Static Behavior of Circular Section CFRP Concrete-Filled Steel Tubes Under Compressive–Torsional Load |
| title_short | Static Behavior of Circular Section CFRP Concrete-Filled Steel Tubes Under Compressive–Torsional Load |
| title_sort | static behavior of circular section cfrp concrete filled steel tubes under compressive torsional load |
| topic | circular concrete-filled CFRP steel tube experimental study finite element study bearing capacity equation parameter analysis |
| url | https://www.frontiersin.org/articles/10.3389/fmats.2022.869786/full |
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