Abstract
Concrete-filled steel tubular (CFST) members have been widely used in industrial structures and high-rise residential buildings. The multi-cell composite L-shaped concrete-filled steel tubular (ML-CFST) cross-section, as an innovative, special-shaped structural arrangement, may solve the issue of normal CFST members protruding from walls and result in more usable interior space. Currently, no design rules are available for the application of ML-CFST members. One of the primary objectives of the present study is to develop recommendations in line with the unified theory to evaluate the bending moment resistance of ML-CFST beams. According to the unified theory, the bending moment resistance of an ML-CFST beam is related to the compressive strength (fsc) and the flexural strength index (γm) of a composite section, in which the accuracy of γm and fsc are affected by a confinement effect factor (ξ). Nevertheless, the original expression of ξ is not suitable for ML-CFST sections, since the appreciable effect of the irregular shape on confinement is neglected. Considering the cross-sectional geometry and boundary conditions of the cells, an equivalent shape factor to modify the confinement effect was proposed in this study through dividing the infill concrete into highly confined areas and less confined areas. An adequate formula to calculate the fsc and an approximate expression of γm for the ML-CFST sections was then developed. Furthermore, four-point bending tests on eight specimens were carried out to investigate the flexural performance of the ML-CFST beams. Lastly, the proposed formulas were assessed against experimental and numerical results. The comparisons show that the proposed unified theory-based approach produced accurate and generally conservative results for the ML-CFST beams studied.
Highlights
Concreted-filled steel tubular (CFST) members with favorable structural performances, low material consumptions, light structural self-weight, and low constructional expenses have been widely used in industrial structures and high-rise residential buildings [1,2,3,4,5,6,7,8,9]
The bending moment resistance of the beams obtained from the test, the bending moment resistance of the multi-cell composite L-shaped concrete-filled steel tubular (ML-CFST) beams obtained from the test, the proposed proposed unified
The results indicated that the proposed formula for calculating the compressive strength of the composite section, in which the effect of the cross-section shape and boundary conditions on confinement was considered by introducing an equivalent shape factor, was sound for the ML-CFST sections
Summary
Concreted-filled steel tubular (CFST) members with favorable structural performances, low material consumptions, light structural self-weight, and low constructional expenses have been widely used in industrial structures and high-rise residential buildings [1,2,3,4,5,6,7,8,9]. To solve the problem of normal CFST members protruding from walls, a multi-cell composite L-shaped concrete-filled steel tubular (ML-CFST) cross-section, as shown, was proposed by Li and Tu [10]. This structural arrangement results in more usable interior space. For the fabrication of an ML-CFST member, two identical rectangular (or square) steel tubes are first welded to a single square steel tube, and concrete is poured into the steel tubes
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