This study examines the response and failure behavior of SUS304 stainless steel square
tubes with varying outer side lengths (20–50 mm) under symmetric, curvature-controlled cyclic
bending at bending directions of 0°, 22.5°, and 45°. The moment–curvature curves revealed stable
hysteresis loops observed across all tested geometries and bending directions. Increasing the outer
side length resulted in a higher peak bending moment, whereas increasing the bending direction
led to a slight increase in the peak moment.
For a given bending direction, the curves representing the variation of outer side length (i.e.,
the ratio of length change to the original length) as a function of curvature exhibited symmetric
patterns, serrated features, and progressive growth with increasing cycle number, regardless of the
initial side length. Moreover, increasing either the outer side length or the bending direction led to
a greater variation in outer side length. As for the relationship between curvature and the number
of cycles to failure, the data corresponding to the four outer side lengths formed four distinct
straight lines in double-logarithmic coordinates for each bending direction. Based on the
experimental observations, empirical equations were developed to describe these relationships.
The predictions obtained using these empirical equations showed good agreement with the
experimental results.