Abstract

Concrete-filled FRP tubes (CFFTs), which consist of a confining tube made of FRP, the internal concrete core and optional longitudinal reinforcements made of FRP or steel, are a novel type of structural member particularly attractive for new civil and industrial structures. Existing studies on CFFTs are mainly about specimens fabricated with a circular, a square or a rectangular FRP tube, while there are rather limited studies on CFFTs with an elliptical FRP tube. Similar to circular CFFTs, elliptical CFFTs have a cross-section with a continuous curved circumference, leading to effective confinement to the internal concrete. Elliptical CFFTs are attractive for engineering applications due to their appealing aesthetic appearance as well as different bending capacities around two symmetrical axes. This paper systematically investigated elliptical CFFTs reinforced with longitudinal steel rebars (ER-CFFTs) under combined lateral cyclic load and vertical constant load with special research attentions on the influences of elliptical aspect ratio (i.e., the ratio of the sectional major axis over the sectional minor axis, which was ranging from 1.0 to 2.5 with an interval of 0.5). The effects of the FRP thickness and the bending direction of lateral cyclic load were also investigated. Test results indicated that, the elliptical FRP tube had been effectively utilized to provide confinement during the cyclic loading process; ER-CFFTs exhibited generally rounded hysteretic curves with limited pinching, even for the specimen with a large elliptical aspect ratio of 2.5; the ductility of ER-CFFTs showed a general tendency to increase with the elliptical aspect ratio except the specimen with an elliptical aspect ratio of 2.5. A numerical model was established to simulate the seismic performance of ER-CFFTs, which was able to yield predictions with reasonable accuracy. In practical engineering, the elliptical aspect ratio for ER-CFFTs should be optimized according to the bending demand around two symmetrical axes.

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