抄録
The continuous composite girders are frequently used for railway bridges. The features of the composite girders for railway bridges are characterized by Perfo-Bond Leisten and steel fiber reinforcement concrete. In this study, the behavior of a crack formation is investigated in comparison with experimental results of the test-specimens with Perfo-Bond Leisten and those of studs. In addition, the experimental results of the test-specimens with steel fiber reinforcement are examined with a view to the effect of the reinforcement on the crack. The validity of the tension stiffening theory was confirmed by comparison with experimental results and numerical results.
| 本文言語 | English |
|---|---|
| ホスト出版物のタイトル | Proceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures |
| ページ | 915-920 |
| ページ数 | 6 |
| 出版ステータス | Published - 2007 |
| イベント | 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures - Manchester 継続期間: 2007 7月 30 → 2007 8月 1 |
Other
| Other | 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures |
|---|---|
| City | Manchester |
| Period | 07/7/30 → 07/8/1 |
ASJC Scopus subject areas
- 建築および建設
- 土木構造工学
- 金属および合金