SHEAR STRENGTH OF PERFOBOND RIB SHEAR CONNECTOR UNDER THE CONFINEMENT
-
- NISHIUMI Kenji
- JAPAN SOCIETY OF CIVIL ENGINEERS
-
- OKIMOTO Masayuki
- JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
-
- 拘束力を考慮した有孔鋼板のずれ止め特性に関する研究
- コウソクリョク オ コウリョ シタ ユウコウ コウハン ノ ズレドメ トクセイ ニ カンスル ケンキュウ
Search this article
Description
A perfobond rib is a steel plate with openings and acts as a shear connector in the concrete by a concrete dowel effect. It is realized that the perfobond rib shear connector would reach split failure at ultimate under low confinement and low shear strength, but the shear strength will be improved by enough confinement against split failure. In this paper, the shear strength of perfobond rib is examined by two series of experiments which are active confinement tests using hydraulic actuator and passive confinement tests using reinforcing bars. The test results indicate that the shear strength would be able to improved by giving confinement stress and the evaluation of shear strength under confinement is proposed.
Journal
-
- Doboku Gakkai Ronbunshu
-
Doboku Gakkai Ronbunshu 1999 (633), 193-203, 1999-10-21
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390282680285045888
-
- NII Article ID
- 10002752687
-
- NII Book ID
- AN10014020
-
- ISSN
- 18827187
- 02897806
-
- NDL BIB ID
- 4895983
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed