A STUDY OF BENDING BEHAVIOR OF CARBON FIBER REINFORCED CONCRETE BEAM MADE BY DIRECT SPRAY METHOD
-
- OKADA Hiroshi
- Graduate Shcool of Engineering, Utsunomiya Univ.
-
- MASUDA Yoshihiro
- Dept. of Architecture and Civil Engineering, Faculty of Engineering, Utsunomiya Univ.
-
- NAKAMURA Shigeharu
- Dept. of Architecture and Civil Engineering, Faculty of Engineering, Utsunomiya Univ.
-
- OHNO Sadatoshi
- Takenaka Corporation
Bibliographic Information
- Other Title
-
- ダイレクトスプレー法によって成形した炭素繊維補強コンクリート梁部材の曲げ特性
- ダイレクトスプレーホウ ニ ヨッテ セイケイ シタ タンソ センイ ホキョウ コンクリート ハリ ブザイ ノ マゲ トクセイ
Search this article
Abstract
The aim of this paper is to estimate bending behavior of carbon fiber reinforced concrete for curtain wall of high rise buildings. Characteristic tensile strength of carbon fiber reinforced concrete is effective for bending behavior. As a result, bending strength of actual beam had considerable consistency as this analysis.
Journal
-
- AIJ Journal of Technology and Design
-
AIJ Journal of Technology and Design 8 (15), 1-4, 2002
Architectural Institute of Japan
- Tweet
Details 詳細情報について
-
- CRID
- 1390001205172722176
-
- NII Article ID
- 110004062150
-
- NII Book ID
- AN10531441
-
- ISSN
- 18818188
- 13419463
-
- NDL BIB ID
- 6204930
-
- Text Lang
- ja
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed