| 種別 | 論文 |
| 主題 | EFFECT OF CURING AND CRACK WIDTH ON POTENTIAL PERFORMANCE OF STEEL WITH SACRIFICIAL ANODE IN CRACKED CONCRETE |
| 副題 | |
| 筆頭著者 | Muhammad Akbar CARONGE（Kyushu University） |
| 連名者1 | 濵田秀則（九州大学） |
| 連名者2 | 佐川康貴（九州大学） |
| 連名者3 | 山本大介（九州大学） |
| 連名者4 | |
| 連名者5 | |
| キーワード | corrosion、cracked concrete、potential performance、sacrificial anode |
| 巻 | 36 |
| 号 | 1 |
| 先頭ページ | 1204 |
| 末尾ページ | 1209 |
| 年度 | 2014 |
| 要旨 | The effectiveness of sacrificial anode to protect embedded steel in cracked concrete under different curing conditions; air curing, immersion in a 3% NaCl solution and dry/wet cycle is presented. Reinforced concrete prism in size of 150x150x500 mm3 with water-to-cement ratio of 0.4 and pre-crack of 0.1 to 0.4 mm in width was evaluated. The result showed that sacrificial anode was effective to protect the embedded steel in cracked concrete. Also, crack width significantly influences the corrosion rate. |
| PDFファイル名 | 036-01-1194.pdf |