Table 1 Vertical displacement of the Hoffa fracture at three different load levels and from load to failure
Groups | Vertical displacement (mm) | Load to failure (N) | ||
|---|---|---|---|---|
250 N | 500 N | 750 N | ||
IIa AP | 1.351 ± 0.113 | 2.596 ± 0.125 | 3.997 ± 0.164 | 384 ± 14 |
IIb AP | 1.689 ± 0.116 | 2.949 ± 0.116 | 4.445 ± 0.196 | 311 ± 13 |
IIc AP | 2.028 ± 0.119 | 3.302 ± 0.106 | 4.892 ± 0.230 | 239 ± 14 |
IIa PA | 1.465 ± 0.073 | 2.344 ± 0.099 | 3.386 ± 0.125 | 415 ± 19 |
IIb PA | 0.884 ± 0.069 | 1.792 ± 0.095 | 2.708 ± 0.108 | 576 ± 17 |
IIc PA | 0.303 ± 0.065 | 1.240 ± 0.091 | 2.029 ± 0.091 | 738 ± 19 |
P (IIa AP-IIb AP) | 0.000 | 0.000 | 0.000 | 0.000 |
P (IIa AP-IIc AP) | 0.000 | 0.000 | 0.000 | 0.000 |
P (IIb AP-IIc AP) | 0.000 | 0.000 | 0.001 | 0.000 |
P (IIa PA-IIb PA) | 0.000 | 0.000 | 0.000 | 0.000 |
P (IIa PA-IIc PA) | 0.000 | 0.000 | 0.000 | 0.000 |
P (IIb PA-IIc PA) | 0.000 | 0.000 | 0.000 | 0.000 |
P (IIa AP-IIa PA) | 0.031 | 0.001 | 0.000 | 0.002 |
P (IIb AP-IIb PA) | 0.000 | 0.000 | 0.000 | 0.000 |
P (IIc AP-IIc PA) | 0.000 | 0.000 | 0.000 | 0.000 |