Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behavior of circular concrete-filled steel tabular columns under monotonic and cyclic torsions
Abstract This paper studied the behavior of circular concrete-filled steel tabular (CFST) columns under monotonic and cyclic torsional loading. Experiments were performed on 16 CFST columns, followed by analyses. Each column was axially loaded by a constant axial load with ratios of 0–0.7 and monotonically or cyclically twisted until failure. Experimental results showed that the failure modes of CFSTs under monotonic and cyclic loading were similar and torsional buckling of steel tubes was absent due to the mutually beneficial interaction between the steel tube and concrete. An axial load ratio ≥ 0.5 resulted in the descending branch, reducing the ductility by up to 17.8%. The axial load ratio marginally affected the yield torsional moment capacity of CFSTs but considerably affected the elastic rotational stiffness. The yield rotational stiffness increased and the yield rotation decreased as the ratio of the axial load increased to ∼0.3. Further increase in the axial load ratio had an inverse effect. Cyclic loading reduced the yield and ultimate torsional moments by 6.4% and 11.1%, respectively; however, it did not induce a stiffness degradation. Further, it reduced the yield and ultimate rotations by 10% and 30.7%, respectively. A model to predict the torsional yield moment capacity was proposed based on the concept of decoupling the resistances resulting from cyclic loading. The proposed model is simple and accurate, and will be useful for engineers in practice.
Highlights Failure modes of CFST columns under monotonic and cyclic torsions were similar. Axial load ratio ≥ 0.5 caused descending curves, but marginally affected yield torsional moment. Axial load ratio ≤ 0.3 increased in yield rotational stiffness and decreased in yield rotation; a larger ratio caused an inverse effect. Cyclic loading effect reduced yield, ultimate torsional moments, and ductility by 6.4%, 11.1%, and 13.2%, respectively, but no stiffness degradation. A model of yield torsional moment was proposed based on the concept of decoupling the resistances.
Behavior of circular concrete-filled steel tabular columns under monotonic and cyclic torsions
Abstract This paper studied the behavior of circular concrete-filled steel tabular (CFST) columns under monotonic and cyclic torsional loading. Experiments were performed on 16 CFST columns, followed by analyses. Each column was axially loaded by a constant axial load with ratios of 0–0.7 and monotonically or cyclically twisted until failure. Experimental results showed that the failure modes of CFSTs under monotonic and cyclic loading were similar and torsional buckling of steel tubes was absent due to the mutually beneficial interaction between the steel tube and concrete. An axial load ratio ≥ 0.5 resulted in the descending branch, reducing the ductility by up to 17.8%. The axial load ratio marginally affected the yield torsional moment capacity of CFSTs but considerably affected the elastic rotational stiffness. The yield rotational stiffness increased and the yield rotation decreased as the ratio of the axial load increased to ∼0.3. Further increase in the axial load ratio had an inverse effect. Cyclic loading reduced the yield and ultimate torsional moments by 6.4% and 11.1%, respectively; however, it did not induce a stiffness degradation. Further, it reduced the yield and ultimate rotations by 10% and 30.7%, respectively. A model to predict the torsional yield moment capacity was proposed based on the concept of decoupling the resistances resulting from cyclic loading. The proposed model is simple and accurate, and will be useful for engineers in practice.
Highlights Failure modes of CFST columns under monotonic and cyclic torsions were similar. Axial load ratio ≥ 0.5 caused descending curves, but marginally affected yield torsional moment. Axial load ratio ≤ 0.3 increased in yield rotational stiffness and decreased in yield rotation; a larger ratio caused an inverse effect. Cyclic loading effect reduced yield, ultimate torsional moments, and ductility by 6.4%, 11.1%, and 13.2%, respectively, but no stiffness degradation. A model of yield torsional moment was proposed based on the concept of decoupling the resistances.
Behavior of circular concrete-filled steel tabular columns under monotonic and cyclic torsions
Cao, Vui Van (Autor:in) / Le, Phuc Ba Nguyen (Autor:in) / Le, Khanh Ba (Autor:in) / Nguyen, Lam Sy (Autor:in)
07.06.2023
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Inelastic behavior of circular concrete-filled steel tubes: monotonic versus cyclic response
| British Library Online Contents | 2017