From: Finite element analysis of the Union Plate in treating elderly acetabular fracture patients
Statics analysis | Transient modal analysis | ||||||
---|---|---|---|---|---|---|---|
F = 1000 N | F = 600 N | F = 800 N | F = 10000 N | F = 1200 N | F = 1400 N | F = 1600 N | |
OM | 0.1500 | 0.4370 | 0.5830 | 0.7290 | 0.8750 | 1.0200 | 1.0200 |
SPRP | 0.1020 | 0.0300 | 0.0410 | 0.0510 | 0.0610 | 0.0710 | 0.0810 |
IQSBP | 0.0836 | 0.0137 | 0.0183 | 0.0229 | 0.0275 | 0.032 | 0.0366 |
SQSBP | 0.09901 | 0.0227 | 0.0303 | 0.0378 | 0.0454 | 0.053 | 0.0605 |