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タイトル
和文:一軸応力状態における非硬化領域の概念を有する修正サブレイヤーモデルの提案 
英文: 
著者
和文: 寺西 正輝, 元結 正次郎.  
英文: 寺西 正輝, SHOJIRO MOTOYUI.  
言語 Japanese 
掲載誌/書名
和文:日本建築学会構造系論文集 
英文: 
巻, 号, ページ Vol. 80    No. 709    pp. 401-409
出版年月 2015年3月 
出版者
和文:日本建築学会 
英文:Architectural Institute of Japan 
会議名称
和文: 
英文: 
開催地
和文: 
英文: 
DOI https://doi.org/10.3130/aijs.80.401
アブストラクト In this study, the constitutive model which is capable of describing the behavior of metals under the uni-axial cyclic loading is suggested. Many constitutive models for multi-axial stress problems have been proposed. In particular, we have focused on the sub-layer model because it can be satisfied with Masings rule and be understood easily from the perspective of the mechanics. It is inevitable to incorporate appropriate hardening rules into the constitutive model in order to represent hardening phenomena. In the present work, at first, new hardening rules for the sub-layer model are proposed to overcome shortcomings for the classical sub-layer model where hardening rules are defined for each layer respectively. Then, the concept of the non-hardening region is applied to the sub-layer model with the new hardening rule since the only new hardening rules are not enough to describe the complex hardening phenomena. Finally, the validation of the present model is conducted through comparisons between numerical results and experimental results under the uni-axial stress field.

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