Experimental Study on the Behavior of Galvanized Steel Elliptical Tubes with Different Major-to-Minor Axis Length Ratios Under Cyclic Bending with Various Curvature Ratios

TL;DR

This study examines how different shapes and bending conditions affect the durability and failure of galvanized steel tubes.

Contribution

The study experimentally investigates the combined effects of axis length ratio and curvature ratio on the cyclic bending behavior of galvanized steel elliptical tubes.

Findings

Stable elastoplastic hysteresis loops develop for all curvature ratios with slight cyclic relaxation at −0.5 and 0.

Higher axis length ratios and larger curvature ranges reduce the number of cycles to buckling.

A theoretical model aligns well with the observed experimental results.

Abstract

Although the cyclic bending behavior of circular and elliptical steel tubes has been widely studied, the combined effects of major-to-minor axis length ratio and curvature ratio on the deformation characteristics and buckling life of galvanized steel elliptical tubes remain insufficiently understood. This study experimentally investigates the cyclic bending response and failure behavior of galvanized steel elliptical tubes with major-to-minor axis length ratios of 1.5, 2.0, 2.5, and 3.0 under curvature ratios of −1, −0.5, and 0. The curvature ratio is defined as the minimum controlled curvature divided by the maximum controlled curvature. Buckling is defined as the cycle at which a pronounced 20% drop in peak bending moment is observed. The response is characterized by moment (N⋅m)–curvature (m−1) hysteresis and minor-axis variation with curvature, while failure is evaluated using the relationship between curvature range and number of cycles to buckling. The results show that stable elastoplastic hysteresis loops develop for all curvature ratios, with slight cyclic relaxation observed at curvature ratios of −0.5 and 0. Increasing the axis length ratio slightly reduces the peak moment under a fixed curvature ratio. Minor-axis variation increases progressively with cycle number, exhibiting serrated curves at an axis ratio of 1.5 and butterfly-shaped curves at higher axis ratios. Symmetric behavior is observed at a curvature ratio of −1, whereas asymmetric responses occur at −0.5 and 0. The failure results indicate that larger curvature ranges and higher axis length ratios reduce the number of cycles to buckling, while curvature ratios closer to −1 enhance buckling life. On a log–log scale, the relationship between curvature range (m−1) and number of cycles to buckling becomes linear. A theoretical model is proposed and shows good agreement with the experimental results.

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