In the present paper the behaviour of cylindrical elastic tubes under pure bending is discussed.
The mechanism behind irregular bending was discussed based on electron microscopy data.
In this paper, an experimental investigation of the degradation and buckling of circular tubes subjected to cyclic bending is discussed.
The effects of material combinations and the adhesive thickness on the intensity of singular stress in adhesive joints under tension and bending were discussed.
Finally, simplified design method for predicting the load carrying capacity of tapered CFST column under combined compression and bending was discussed.
The physical basis of the periodic bending is discussed based on the theoretical approach of Doi, Matsumoto and Hirose, although that theory can describe only initial cathodic and successive anodic displacement of gel.
Comparison of two different shell bending theories is discussed.
Then, cantilever arrays with hollow tips are released consistently and the bending behavior is discussed.
At last, the calculation focusing on the calculation of the pipe under bending loads is discussed.
In the end, the effect of radius on the bending rigidity is discussed in the research.
