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contributor authorZwahlen, Alexander
contributor authorChristen, David
contributor authorRuffoni, Davide
contributor authorSchneider, Philipp
contributor authorSchmأ¶lz, Werner
contributor authorMأ¼ller, Ralph
date accessioned2017-05-09T01:14:59Z
date available2017-05-09T01:14:59Z
date issued2015
identifier issn0148-0731
identifier otherbio_137_01_011012.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/157059
description abstractThe local interpretation of microfinite element (خ¼FE) simulations plays a pivotal role for studying bone structure–function relationships such as failure processes and bone remodeling. In the past خ¼FE simulations have been successfully validated on the apparent level, however, at the tissue level validations are sparse and less promising. Furthermore, intratrabecular heterogeneity of the material properties has been shown by experimental studies. We proposed an inverse خ¼FE algorithm that iteratively changes the tissue level Young’s moduli such that the خ¼FE simulation matches the experimental strain measurements. The algorithm is setup as a feedback loop where the modulus is iteratively adapted until the simulated strain matches the experimental strain. The experimental strain of human trabecular bone specimens was calculated from timelapsed images that were gained by combining mechanical testing and synchrotron radiation microcomputed tomography (SRخ¼CT). The inverse خ¼FE algorithm was able to iterate the heterogeneous distribution of moduli such that the resulting خ¼FE simulations matched artificially generated and experimentally measured strains.
publisherThe American Society of Mechanical Engineers (ASME)
titleInverse Finite Element Modeling for Characterization of Local Elastic Properties in Image Guided Failure Assessment of Human Trabecular Bone
typeJournal Paper
journal volume137
journal issue1
journal titleJournal of Biomechanical Engineering
identifier doi10.1115/1.4028991
journal fristpage11012
journal lastpage11012
identifier eissn1528-8951
treeJournal of Biomechanical Engineering:;2015:;volume( 137 ):;issue: 001
contenttypeFulltext


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