Table 2.
Shear Strength Evaluation | |||
---|---|---|---|
Stress at the Time of 1 mm Move (N) | |||
Plate | Single u-HA/PLLA Plate | Double u-HA/PLLA Plate | u-HA/PLLA Ladder Plate |
#1 | 22.4 | 46.9 | 110.2 |
#2 | 20.6 | 50.1 | 115.1 |
#3 | 21.1 | 48.6 | 111.8 |
Ave. | 21.4 | 48.5 | 112.4 |
S.D. | 1.0 | 1.6 | 2.5 |
Maximum Stress (N) | |||
Plate | Single u-HA/PLLA Plate | Double u-HA/PLLA Plate | u-HA/PLLA Ladder Plate |
#1 | 63.8 | 126.8 | 187.2 |
#2 | 63.3 | 123.3 | 174.7 |
#3 | 63.0 | 91.5 | 171.3 |
Ave. | 63.4 | 113.9 | 177.7 |
S.D. | 0.4 | 19.4 | 8.4 |