Development of related technology to enhanced adhesive performance of repair material for concrete based on a new concept of controlled crack path
| Project/Area Number |
24560691
|
|---|
| Research Category |
Grant-in-Aid for Scientific Research (C)
|
| Allocation Type | Multi-year Fund |
|---|
| Section | 一般 |
|---|
| Research Field |
Building structures/materials
|
|---|
| Research Institution | Akita Prefectural University |
|---|
Principal Investigator |
YAMADA KANJI 秋田県立大学, システム科学技術学部, 教授 (50315628)
|
|---|
| Co-Investigator(Kenkyū-buntansha) |
ISHIYAMA Satoru 秋田県立大学, 建築環境システム学科, 助教 (80315647)
|
|---|
| Project Period (FY) |
2012-04-01 – 2015-03-31
|
| Project Status |
Completed (Fiscal Year 2014)
|
| Budget Amount *help |
¥3,900,000 (Direct Cost: ¥3,000,000、Indirect Cost: ¥900,000)
Fiscal Year 2014: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2013: ¥910,000 (Direct Cost: ¥700,000、Indirect Cost: ¥210,000)
Fiscal Year 2012: ¥1,950,000 (Direct Cost: ¥1,500,000、Indirect Cost: ¥450,000)
|
|---|
| Keywords | 補修 / 補強 / 界面 / 付着 / 強度 / 靱性 / セメントモルタル / 補修材料 / 破壊靱性試験 / ポリマーセメントモルタル / コンクリート / 界面付着 / 補修工事 |
|---|
| Outline of Final Research Achievements |
The author investigated in order to enhance the adhesive performance of concrete-repair interface by means of fracture toughness test and FEM analysis. The specimen with steel fiber and aggregate marked the maximum strength showing 4.84MPa with the repair-fracture ratio reaching 81%, which is 79% of the strength of matrix and 68% of the strength of repair. The maximum repair-fracture ratio reached 96.1%. Then the purpose of the study for achieving high adhesive performance in the interface was duly attained with fracturing the repair avoiding the interface-fracture. Also the author resorted to FEM analysis for verifying the experimental results.
|
Report
(4 results)
Research Products
(12 results)
