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発表 An Experimental Study on Ultimate Strength and Ductility of Electric Resistance Welded Pipes

作成年度 2016 年度
論文名 An Experimental Study on Ultimate Strength and Ductility of Electric Resistance Welded Pipes
論文名(和訳)
論文副題
発表会 11th German Japanese Bridge Symposium
誌名 11th German Japanese Bridge Symposium Volume of Abstract
巻・号・回  
発表年月日 2016/08/29 ~ 2016/08/31
所属研究室/機関名 著者名(英名)
JFE Civil Engineering and Construction Co., LtdHitoshi Ozoe
Waseda UniversityKiyoshi Ono
Public Works Research InstituteToshiaki Nanazawa
Public Works Research InstituteTetsuya Kohno
Oriental Consultants Co.,LtdTakayuki Ohmori
抄録
ERW (Electric Resistance Welded) pipes are sometimes used as piers of the bridge in mountainous regions. ERW pipes are relatively economical because they are produced in large quantities in factories. However, the elasto-plastic behavior of ERW pipes including the ultimate strength and the ductility may be different from those of bending roll pipes which are generally used as bridge piers. In this study, in order to grasp the elasto-plastic behavior of ERW pipes, cyclic loading experiments were conducted. The experimental results show the possibility that a decrease in radius thickness ratio parameter leads to an increase in the ultimate strength and the ductility by using ERW pipes whose yield ratio is low.
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