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タイトル
和文: 
英文:EFFECT OF INITIAL IMPERFECTION ON ELASTO - PLASTIC BEHAVIOR OF SHS COLUMNS UNDER AXIAL FORCE WITH BENDING MOMENT 
著者
和文: 三井和也, 佐藤篤司, 青山雅弘.  
英文: Kazuya Mitsui, Atsushi Sato, Masahiro Aoyama.  
言語 English 
掲載誌/書名
和文: 
英文:EURO STEEL 2017 8th European Conference on Steel and Composite Structures 
巻, 号, ページ        
出版年月 2017年9月 
出版者
和文: 
英文: 
会議名称
和文: 
英文:EURO STEEL 2017 8th European Conference on Steel and Composite Structures 
開催地
和文:コペンハーゲン 
英文:Copenhagen 
アブストラクト Steel products which have various characteristic (e.g. high ductility, high yield stress, low yield stress and high weldability) are used as main structures by diversification of demanded application, and technology for steel manufacturing has developed. Because steel square tubular member is processed by cold-forming and welding in the process of manufacturing, residual stress will exist in the products. Moreover, due to the cold-forming process, geometrical initial imperfection, i.e., global and local, will exist. These initial imperfection are still remained even so the technology for steel manufacturing is developed. However, effect of the initial imperfection on elasto-plastic behaviour of square hollow section columns under compressive axial force with bending moment is not clarified. In this paper, firstly, the effect of individual initial imperfection (e.g. initial global imperfection, initial local imperfection or residual stress) on elasto-plastic performance is investigated independently; comparison between the experimental results are shown. It is shown that initial local imperfection has a significant impact on elasto-plastic performance. Secondly, the effect of composite initial imperfections is investigated. The amplitude of the local imperfection is the most influential initial imperfection on the deformation capacity of the column, and the deformation capacity decreased with an increase of the amplitude of local imperfection. Validation of the numerical simulation were also performed and recommend values of imperfections are shown.

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