| 種別 | 論文 |
| 主題 | FUNDAMENTAL PULLOUT EXPERIMENTS ON JOINTS OF PRECAST SLABS IN BRIDGES USING CFRP STRAND |
| 副題 | |
| 筆頭著者 | Hue Thi NGUYEN（Kanazawa University） |
| 連名者1 | 桝谷浩（金沢大学） |
| 連名者2 | 渡瀬博（オリエンタル白石） |
| 連名者3 | 田中徹（東京製綱） |
| 連名者4 | |
| 連名者5 | |
| キーワード | Carbon Fiber Reinforced Plastics Strand、joint、precast slab、pullout、プレキャストスラブ、引き抜き、接合、炭素繊維強化プラスチックストランド |
| 巻 | 40 |
| 号 | 2 |
| 先頭ページ | 469 |
| 末尾ページ | 474 |
| 年度 | 2018 |
| 要旨 | The paper presents an experimental fundamental study on joint of precast slab in bridge with Carbon Fiber Reinforced Plastics Strand (CFRP strand) application. A series of pullout tests were conducted with various specimens and the different setup. Finally, a method how to use CFRP strand at joint part were proposed to improve the bond capacity between concrete and CFRP strand, reduce the width of the joint, keep high durability of the structure. Besides, the suitability of CFRP strand reinforcing for the pre-cast concrete deck was confirmed. Keywords: Carbon Fiber Reinforced Plastics Strand (CFRP Strand), pullout, joint, precast slab |
| PDFファイル名 | 040-01-2079.pdf |