1 Introduction
2 Experiment with a Shear Anchor with a Large Diameter
2.1 Materials
Specimen no. | Mixture proportion |
\( f_{ck} \)
(MPa) | |||||||
---|---|---|---|---|---|---|---|---|---|
W/B (%) | S/A (%) | kg/m3
| |||||||
W | C | F | S | G | Ad. | ||||
S1 | 42.4 | 44.0 | 171 | 302 | 101 | 740 | 986 | 2.82 | 37.5 |
S2 | 42.4 | 44.0 | 171 | 302 | 101 | 740 | 986 | 2.82 | 37.5 |
S3 | 42.4 | 44.0 | 171 | 302 | 101 | 740 | 986 | 2.82 | 38.3 |
S4 | 42.4 | 44.0 | 171 | 302 | 101 | 740 | 986 | 2.82 | 38.3 |
S6 | 36.7 | 41.8 | 184 | 426 | 75 | 658 | 959 | 3.01 | 35.3 |
S7 | 36.7 | 41.8 | 184 | 426 | 75 | 658 | 959 | 3.01 | 35.3 |
Standard |
\( f_{y} \) (MPa) |
\( f_{u} \) (MPa) |
\( E_{s} \) (MPa) |
---|---|---|---|
ASTM A540 B23 | 960.4 | 1063.3 | 205,880 |
2.2 Preparation of Specimen
Test group | Specimen no. | Concrete strength
\( f_{ck} \)
(MPa) | Anchor diameter
\( d_{0} \)
(mm) | Anchor head | Embedment depth
\( h_{ef} \)
(mm) | Edge distance
\( c_{1} \)
(mm) |
\( V_{test} \)
(kN) (a) |
\( V_{aci} \)
(kN) (b) |
\( V_{\text{ccd}} \)
(kN) (c) | Ratio | ||
---|---|---|---|---|---|---|---|---|---|---|---|---|
Dia. (mm) | Thk. (mm) | (a)/(b) | (a)/(c) | |||||||||
VD | S1 | 37.5 | 63.5 | 165 | 59 | 635 | 508 | 496.4 | 711.4 | 832.1 | 0.70 | 0.60 |
S2 | 37.5 | 76.2 | 197 | 70 | 635 | 508 | 470.9 | 779.4 | 911.6 | 0.60 | 0.52 | |
S3 | 38.3 | 88.9 | 229 | 93 | 635 | 508 | 489.5 | 850.6 | 984.6 | 0.58 | 0.50 | |
VH | S2 | 37.5 | 76.2 | 197 | 70 | 635 | 508 | 470.9 | 779.4 | 911.6 | 0.60 | 0.52 |
S4 | 38.3 | 76.2 | 197 | 70 | 762 | 508 | 470.9 | 787.6 | 911.6 | 0.60 | 0.52 | |
VE | S6 | 35.3 | 63.5 | 165 | 59 | 635 | 381 | 274.2 | 448.3 | 540.5 | 0.61 | 0.81 |
S1 | 37.5 | 63.5 | 165 | 59 | 635 | 508 | 496.4 | 711.4 | 832.1 | 0.70 | 0.60 | |
S7 | 35.3 | 63.5 | 165 | 59 | 635 | 762 | 1046.4 | 1268.0 | 1528.7 | 0.83 | 0.68 |