| 要旨 |
Textile Reinforced Concrete (TRC) has emerged in recent years as a promising material used to repair and/or strengthen structural elements of existing construction works. A practical application of TRC is, however, hindered by the lack of standardized specifications regarding the anchorage length of textile reinforcement. This study aims to investigate the flexural failure behavior of TRC beams with an anchorage zone, and therefore providing knowledge for further research on determining development length. The result showed that the development length should be more than or equal to 300 mm. |