| 種別 | paper |
| 主題 | Effect of Confining Reinforcement on the Behavior of Lapped Splice Connection between Steel Bar and Steel Plate |
| 副題 | |
| 筆頭著者 | Virach RUNGROJSARATIS （Univ. of Tokushima ） |
| 連名者1 | Hiroshi SHIMA （Univ. of Tokushima） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | |
| 巻 | 11 |
| 号 | 2 |
| 先頭ページ | 637 |
| 末尾ページ | 642 |
| 年度 | 1989 |
| 要旨 | INTRODUCTION The trend of utilizing mixed structure system has led to the need of establishing rational design method for connection of different structural types. One of the basic problem for design is the tensile connection between steel bar and steel plate in concrete medium. Such a connection can be the connection between reinforced concrete member and open-sandwich member. Although it has been revealed that lapped splice method is one of the possible ways dealing with this connection. However its capacity is quite low and the failure is brittle. To improve its behavior,the confinement of splice is considered in this study. CONCLUDING REMARKS Based on the test results the significant findings relating to confined behavior of lapped splice can be concluded as follows 1)Brittle failure of lapped splice is not significantly improved by confinement in lapped splice,2)The increasing capacity of confined lapped splice seems to be linearly related to degree of confinement,3)The additional capacity of lapped splice due to confining reiforcement for the lapped splice between steel bar and steel plate is more effective than for lapped splice between reinforcing bars. |
| PDFファイル名 | 011-01-2107.pdf |