Fatigue damage in cancellous bone: An experimental approach from continuum to micro scale

被引:21
作者
Dendorfer, S. [1 ,2 ]
Maier, H. J. [3 ]
Hammer, J. [1 ,2 ]
机构
[1] Anybody Technol, DK-9220 Aalborg, Denmark
[2] Univ Appl Sci Regensburg, Mat Sci Lab, D-93053 Regensburg, Germany
[3] Univ Gesamthsch Paderborn, Lehrstuhl Werkstoffkunde Mat Sci, D-33098 Paderborn, Germany
关键词
Fatigue; Cancellous bone; Deformation behaviour; Damage; Measurement and testing; Mechanical behaviour; TRABECULAR BONE; COMPRESSION; RESORPTION; BEHAVIOR; MODEL;
D O I
10.1016/j.jmbbm.2008.03.003
中图分类号
R318 [生物医学工程];
学科分类号
0831 ;
摘要
Repeated loadings may cause fatigue fractures in bony structures. Even if these failure types are known, data for trabecular bone exposed to cyclic loading are still insufficient as the majority of fatigue analyses on bone concentrate on cortical structures. Despite its highly anisotropic and inhomogeneous structure, trabecular bone is treated with continuum approaches in fatigue analyses. The underlying deformation and damage mechanism within trabecular specimens are not yet sufficiently investigated. In the present study different types of trabecular bone were loaded in monotonic and cyclic compression. In addition to the measurement of integral specimen deformations, optical deformation analysis was employed in order to obtain strain distributions at different scale levels, from the specimens' surface to the trabeculae level. These measurements allowed for the possibility of linking the macroscopic and microscopic mechanical behaviour of cancellous bone. Deformations were found to be highly inhomogeneous across the specimen. Furthermore strains were found to already localise at very low load levels and after few load cycles. Microcracks in individual trabeculae were induced in the very early stage of cyclic testing. The results provide evidence of the capability of the method to supply essential data on the failure behaviour of individual trabeculae in future studies. Crown Copyright (C) 2008 Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:113 / 119
页数:7
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