| Project/Area Number |
12555157
|
|---|
| Research Category |
Grant-in-Aid for Scientific Research (B)
|
| Allocation Type | Single-year Grants |
|---|
| Section | 展開研究 |
|---|
| Research Field |
Building structures/materials
|
|---|
| Research Institution | Tohoku University |
|---|
Principal Investigator |
MIHASHI Hirozo Tohoku Univ., Graduate School of Eng., Prof., 大学院・工学研究科, 教授 (90091751)
|
|---|
| Co-Investigator(Kenkyū-buntansha) |
OTSUKA Koji Tohoku Gakuin Univ., School of Eng., Prof., 工学部, 教授 (10048803)
KIRIKOSI Kazuki Tohoku Univ., School of Eng., Research Eng., 工学部, 教務職員 (60240660)
KANEKO Yoshio Tohoku Univ., Graduate School of Eng., Assoc. Prof., 大学院・工学研究科, 助教授 (60312617)
ISHIHARA Seiichiro Asanumagumi Co., Res. Inst., Chief Eng., 技術研究所・建築構法研究室, 課長(研究職)
FUKUYAMA Hiroshi Building Research Institute, Department of Structural Engineering, Chief Research Engineer, 構造研究グループ, 上席研究員
|
|---|
| Project Period (FY) |
2000 – 2002
|
| Project Status |
Completed (Fiscal Year 2002)
|
| Budget Amount *help |
¥13,300,000 (Direct Cost: ¥13,300,000)
Fiscal Year 2002: ¥2,300,000 (Direct Cost: ¥2,300,000)
Fiscal Year 2001: ¥2,100,000 (Direct Cost: ¥2,100,000)
Fiscal Year 2000: ¥8,900,000 (Direct Cost: ¥8,900,000)
|
|---|
| Keywords | Cementitious Composite / Hybrid Composite / Steel Cord / Polymeric fiber / High Ductility / Energy Absorption / Bond Cracking / Shear Failure / ハイブリッド複合材 / 繊維補強 / 高靭性化 / スナッビング |
|---|
| Research Abstract |
New type of fiber reinforced cementitious composites were developed, in which not only high performance polymeric fibers but also steel cord were mixed together. That is Hybrid Fiber Reinforced Cementitious Composites (HFRCC). These new materials achieve multiple cracking of so thin width that the composites are possessed of high strength, strain hardening and high ductility. The summary of the results are as follows :
1). Mix proportion of HFRCC was studied to produce the highly ductile composites. Examined parameters were the length and volume contents of fibers, and the combination. Not only the mechanical performance but also the workability was investigated.
2) A series of a uniaxial tension test was carried out on a deformed bar embedded in the newly developed HFRCC. Microcracking around the deformed bar was carefully observed by means of a unique method of X-ray technique. Macroscopic bond behavior was also studied to find a much more obvious tension stiffening effect than that observed in plain concrete. Even after yielding of the steel bar, HFRCC still resisted the load so that the total strength capacity is much higher than the yield strength.
3) HFRCC beams reinforced with deformed bars were tested under a type of shear loading. Influences of type of fibers and also stirrups ware examined. Cracking process was carefully observed by means of the X-ray technique to discuss the fracture mechanism.
4) Column-type members made with reinforced HFRCC were tested under cyclic loading to examine the energy absorption capacity and also numerically analyzed by means of a nonlinear FEM. Tapered members with X-shaped reinforcement showed very good results from the view point of the ductility and the damage level of cracking even after a large deformation. It proved that the tapered members with X-shaped reinforcement can be practically applied as energy absorbers.
|
