ULTIMATE SHEAR STRENGTH OF PERFOBOND STRIP
-
- FUJII Katashi
- 広島大学大学院 工学研究院社会環境空間部門
-
- DOKAN Yuichi
- 株式会社IHIインフラシステム 橋梁技術部
-
- IWASAKI Hatsumi
- 株式会社IHIインフラ建設 橋梁事業部橋梁管理部
-
- HIMUKAI Masahiro
- 川田工業株式会社 鋼構造事業部技術統括部
-
- MORI Kentaro
- 中国電力株式会社 流通事業本部
-
- YAMAGUCHI Shiori
- 川田工業株式会社 鋼構造事業部技術統括部
Bibliographic Information
- Other Title
-
- 孔あき鋼板ジベルのずれ耐荷力評価式
Description
The slip strength of perfobond strip is effected by several confinements restraining concrete fracture around a hole. This paper presents the several confinement factors in slip tests and a method evaluating the ultimate slip strength caused by concrete fracture. It is concluded that the confinement factors are the concrete covering of the connector, the reinforcing bars perpendicular to the connector plate such as rebars set through or near the hole of the perfobond strip, etc., and also the friction force between specimen and test bed in the case of push-out tests. The slip strength of perfobond strip can be evaluated accurately by the method proposed herein which takes each confinement effect into account.
Journal
-
- Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
-
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 70 (5), II_53-II_68, 2014
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390001205349668096
-
- NII Article ID
- 130004557136
-
- ISSN
- 21854653
-
- Text Lang
- ja
-
- Data Source
-
- JaLC
- Crossref
- CiNii Articles
- KAKEN
-
- Abstract License Flag
- Disallowed
