Improved prediction of proximal femoral fracture load using nonlinear finite element models

被引:255
作者
Keyak, JH [1 ]
机构
[1] Univ Calif Irvine, Med Ctr, Dept Orthopaed Surg, Orange, CA 92868 USA
[2] Univ Calif Irvine, Dept Mech & Aerosp Engn, Orange, CA 92868 USA
[3] Univ Calif Irvine, Chao Family Comprehens Canc Ctr, Orange, CA 92868 USA
关键词
finite element; femur; bone strength; nonlinear; hip fracture;
D O I
10.1016/S1350-4533(01)00045-5
中图分类号
R318 [生物医学工程];
学科分类号
0831 [生物医学工程];
摘要
Hip fracture, which is often due to osteoporosis or other conditions affecting bone strength. can lead to permanent disability, pneumonia, pulmonary embolism, and/or death. Great effort has been directed toward developing noninvasive methods for evaluating proximal femoral strength (fracture load), with the goal of assessing fracture risk. Previously, computed tomographic scan-based, linens finite element (FE) models were used to estimate proximal femoral fracture loads ex vivo in two load configurations, one approximating joint loading during single-limb stance and the other simulating impact from a fall. Measured and computed fracture loads were correlated (stance, r=0.867; fall, r=0.949). However, precision for the stance configuration was insufficient to identify subjects with below average fracture loads reliably. The present study examined whether, for this configuration, nonlinear FE models could be used to identify these subjects. These models were found to predict fracture load within +/-2.0 kN (r=0.962). This level of precision is sufficient to identify 97.5% of femora with fracture loads 1.3 standard deviations below the mean as having below average fracture loads. Accordingly, 20% of subjects with below average fracture loads, i.e. those with the lowest fracture loads and likely to be at greatest risk of fracture, would be correctly identified with at least 97.5% reliability. This FE modeling method will be a powerful tool for studies of hip fracture. (C) 2001 IPEM. Published by Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:165 / 173
页数:9
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