Cyclic local buckling and fracture of concrete filled tubular members

Akihiko Kawano, Chiaki Matsui

研究成果: Chapter in Book/Report/Conference proceedingConference contribution

4 被引用数 (Scopus)

抄録

The authors have conducted a test on concrete filled tubular (CFT) members with sizes used in ordinary building frames to investigate the scale effect on the fracture after cyclic local buckling. The comparative study with a previous test on small-scale specimens revealed that the scale effect on the fracture might be negligible for CFT with ordinary sizes and, therefore, a formula to predict fracture, which had been derived from small-scale specimens, could be used on large specimens. The applications of the formula are demonstrated for portal frame specimens with CFT braces and for CFT beam-column specimens.

本文言語英語
ホスト出版物のタイトルProceedings of the Conference
ホスト出版物のサブタイトルComposite Construction in Steel and Concrete IV
編集者J.F. Hajjar, M. Hosain, W.S. Easterling, B.M. Shahrooz, J.F. Hajjar, M. Hosain, W.S. Easterling, B.M. Shahrooz
ページ632-643
ページ数12
出版ステータス出版済み - 12 1 2000
イベントProceedings of the Conference: Composite Construction in Steel and Concrete IV - Banff, Alta., カナダ
継続期間: 5 28 20006 2 2000

出版物シリーズ

名前Proceedings of the Conference: Composite Construction in Steel and Concrete IV

その他

その他Proceedings of the Conference: Composite Construction in Steel and Concrete IV
国/地域カナダ
CityBanff, Alta.
Period5/28/006/2/00

All Science Journal Classification (ASJC) codes

  • 工学(全般)

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