Finite element analysis predicts experimental failure patterns in vertebral bodies loaded via intervertebral discs up to large deformation

被引:24
作者
Clouthier, Allison L. [1 ]
Hosseini, Hadi S. [1 ]
Maquer, Ghislain [1 ]
Zysset, Philippe K. [1 ]
机构
[1] Univ Bern, Inst Surg Technol & Biomech, CH-3014 Bern, Switzerland
关键词
Finite element analysis; Spine segment; Large deformations; Vertebral fracture; Boundary conditions; Disc degeneration; ANNULUS FIBROSUS; FRACTURE; DEGENERATION; STRENGTH; MODELS; OSTEOPOROSIS; BEHAVIOR; DAMAGE; WOMEN; RISK;
D O I
10.1016/j.medengphy.2015.03.007
中图分类号
R318 [生物医学工程];
学科分类号
0831 ;
摘要
Vertebral compression fractures are becoming increasingly common. Patient-specific nonlinear finite element (FE) models have shown promise in predicting yield strength and damage pattern but have not been experimentally validated for clinically relevant vertebral fractures, which involve loading through intervertebral discs with varying degrees of degeneration up to large compressive strains. Therefore, stepwise axial compression was applied in vitro on segments and performed in silica on their FE equivalents using a nonlocal damage-plastic model including densification at large compression for bone and a time-independent hyperelastic model for the disc. The ability of the nonlinear FE models to predict the failure pattern in large compression was evaluated for three boundary conditions: healthy and degenerated intervertebral discs and embedded endplates. Bone compaction and fracture patterns were predicted using the local volume change as an indicator and the best correspondence was obtained for the healthy intervertebral discs. These preliminary results show that nonlinear finite element models enable prediction of bone localisation and compaction. To the best of our knowledge, this is the first study to predict the collapse of osteoporotic vertebral bodies up to large compression using realistic loading via the intervertebral discs. (C) 2015 IPEM. Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:599 / 604
页数:6
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