| Budget Amount *help |
¥4,160,000 (Direct Cost: ¥3,200,000、Indirect Cost: ¥960,000)
Fiscal Year 2017: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Fiscal Year 2016: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Fiscal Year 2015: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
|
|---|
| Outline of Final Research Achievements |
At first this study examine of shear property of densely-placed post-installed anchors for the purpose of developing the high-strength composite structural connection with post-installed anchors in steel fiber reinforced cement composite (SFRCC) slab. The tests are conducted with pitch length and loading history as the major test parameters. It is found that (1) it is possible enough evaluate of shear strength of densely-placed post-installed anchors; and (2) when anchors are closely arranged in area with the minimum anchor spacing (3 times the anchor diameter) stipulated in current design codes, the per anchor decreases as the anchors spacing especially that in the pitch direction decrease, but the total maximum shear resistance of the connection is still significantly larger than that with normal anchor spacing.
|
