繰返し曲げを受ける柱要素の軸ひずみの収束現象と発散現象

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タイトル別名
  • CONVERGENT AND DIVERGENT BEHAVIOR OF AXIAL STRAIN OF COLUMN ELEMENT SUBJECTED TO CYCLIC BENDING
  • クリカエシ マゲ オ ウケル ハシラ ヨウソ ノ ジク ヒズミ ノ シュウソク

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It is known that, when a column element is subjected to completely reversed cyclic bending under a constant axial force, the hysteretic behavior of its axial strain is classified into two classes: one is convergent behavior to a steady state and the other, divergent behavior. In this paper, based on the steady-state limit theory, the critical amplitude of curvature, which bounds the two classes of the axial strain behavior, is found as a steady-state limit. The steady-state limit is predicted as the first limit point of the steady-state path, which represents the sequence of steady states generated under monotonically and continuously increased curvature amplitude.

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