| 種別 | 論文 |
| 主題 | SHEAR CAPACITY PREDICTION OF REINFORCED CONCRETE MEMBERS STRENGTHENED WITH ULTRA-HIGH PERFORMANCE CONCRETE OVERLAY |
| 副題 | |
| 筆頭著者 | Hor YIN（Hokkaido University） |
| 連名者1 | 白井和貴（北海道大学） |
| 連名者2 | Wee TEO（Heriot Watt University Malaysia） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | prediction、RC members、shear strength、UHPC、UHPC strengthening |
| 巻 | 40 |
| 号 | 2 |
| 先頭ページ | 1243 |
| 末尾ページ | 1248 |
| 年度 | 2018 |
| 要旨 | This paper presents the prediction of shear capacity of reinforced concrete (RC) strengthened with ultra-high performance concrete (UHPC) overlay based on application with modifications of current design codes. Two different methods were individually used. The first method was investigated by converting the percentage of volume steel fibres in UHPC to an equivalent longitudinal steel ratio. The second method was adopted as a sum of two components of shear contributions provided by RC member and by UHPC layer. As a result, the computed shear strength showed a promising result. |
| PDFファイル名 | 040-01-2208.pdf |