| Project/Area Number |
21560581
|
|---|
| Research Category |
Grant-in-Aid for Scientific Research (C)
|
| Allocation Type | Single-year Grants |
|---|
| Section | 一般 |
|---|
| Research Field |
Building structures/materials
|
|---|
| Research Institution | Chiba University |
|---|
Principal Investigator |
NOGUCHI Hiroshi 千葉大学, 大学院・工学研究科, 教授 (20107535)
|
|---|
| Co-Investigator(Renkei-kenkyūsha) |
IZUMI Nobuyuki 千葉大学, 大学院・工学研究科, 教授 (80526773)
KASHIWAZAKI Takashi 千葉大学, 大学院・工学研究科, 助教 (40251178)
|
|---|
| Project Period (FY) |
2009 – 2011
|
| Project Status |
Completed (Fiscal Year 2011)
|
| Budget Amount *help |
¥4,680,000 (Direct Cost: ¥3,600,000、Indirect Cost: ¥1,080,000)
Fiscal Year 2011: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Fiscal Year 2010: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
Fiscal Year 2009: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
|
|---|
| Keywords | 防災 / 耐震 / コンクリート構造 / 建築構造・材料 / 鋼繊維補強 / 高強度コンクリート / 耐力劣化 / 損傷評価 / 鉄筋コンクリート構造 / 多方向入力 / 鋼繊維 / 高強度 / 変形能力 / 部材損傷度 |
|---|
| Research Abstract |
Reinforced concrete (RC) structure is now being used in skyscraper construction in recent years, and ultra high strength concrete containing steel fiber (SF) with a compressive strength of over 100N/mm2 is being used for lower stories which are subjected to large axial forces.
In this study, three-dimensional FEM analysis is performed on ultra high strength RC members containing SF under multi-directional loading. This study reproduced accurately the improving deformation performance and the increasing crack dispersion of ultra high strength RC members containing SF. This was achieved using an analytical model of the tensile stress-strain relationships of ultra high strength concrete containing SF. Moreover, stress contours, strain contours, and accumulated consumption strain energies were investigated in order to evaluate analytically the damages of ultra high strength RC members containing SF.
|
