| Project/Area Number |
22760340
|
|---|
| Research Category |
Grant-in-Aid for Young Scientists (B)
|
| Allocation Type | Single-year Grants |
|---|
| Research Field |
Structural engineering/Earthquake engineering/Maintenance management engineering
|
|---|
| Research Institution | Tokyo Institute of Technology (2011)
Yokohama National University (2010) |
|---|
Principal Investigator |
SASAKI Eiichi 東京工業大学, 大学院・理工学研究科, 准教授 (40311659)
|
|---|
| Project Period (FY) |
2010 – 2011
|
| Project Status |
Completed (Fiscal Year 2011)
|
| Budget Amount *help |
¥3,250,000 (Direct Cost: ¥2,500,000、Indirect Cost: ¥750,000)
Fiscal Year 2011: ¥1,690,000 (Direct Cost: ¥1,300,000、Indirect Cost: ¥390,000)
Fiscal Year 2010: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
|
|---|
| Keywords | 耐震構造 / 鋼構造物 / 応力多軸性 / 脆性破壊 / 延性亀裂 / 延性き裂 |
|---|
| Research Abstract |
In this study, for the purpose of the control of brittle fracture during earthquakes, experimental and analytical investigations were conducted to clarify occurrence mechanism and occurrence criterion focusing on stress multi-axiality. In this study, especially, the effects of material properties, local constraint, and weld bead shapes were discussed.
|
