Concrete-filled thin-walled steel SHS and RHS beam-columns subjected to cyclic loading
The flexural force-deformation behavior of concrete-filled thin-walled steel SHS and RHS beam-columns was experimentally investigated and the results presented in this paper. The parameters in the study included the depth-to-width ratio (β), the core concrete strength ( f cu), and the axial load lev...
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Veröffentlicht in: | Thin-walled structures 2003-09, Vol.41 (9), p.801-833 |
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Format: | Artikel |
Sprache: | eng |
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Zusammenfassung: | The flexural force-deformation behavior of concrete-filled thin-walled steel SHS and RHS beam-columns was experimentally investigated and the results presented in this paper. The parameters in the study included the depth-to-width ratio (β), the core concrete strength (
f
cu), and the axial load level (
n). Thirty concrete-filled thin-walled steel SHS and RHS beam-column specimens were tested under constant axial load and cyclically increasing flexural loading. A mechanics model is developed in this paper for concrete-filled steel SHS and RHS columns subjected to constant axial load and cyclically increasing flexural loading, and is a development of the analysis used for monotonically loading condition (Han et al., 2001)
[1]. The predicted cyclic responses for the composite columns are in good agreement with test results. Based on the theoretical model, parametric analysis was performed on the behaviors of moment (
M) versus curvature (
φ) response, lateral load (
P) versus lateral displacement (Δ) relationship, as well as ductility coefficient (μ) for the composite beam-columns. Finally, simplified models for the moment (
M) versus curvature (
φ) response, and the lateral load (
P) versus lateral displacement (Δ) relationship were suggested. Formula should be suitable for incorporation into building code, for the calculation of the ductility coefficient (μ) of the composite beam-columns under constant axial load and cyclically increasing flexural loading was developed. |
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ISSN: | 0263-8231 1879-3223 |
DOI: | 10.1016/S0263-8231(03)00030-2 |