Cargando…
Clavicle Fracture after Coracoclavicular Ligament Reconstruction: A Biomechanical and Finite Element Evaluation of Clavicle Fracture Risk
OBJECTIVES: Biomechanical testing supports anatomic reconstruction for high-grade acromioclavicular injuries to achieve improved stability, however, clavicle fractures have been reported following reconstruction. Thus, this study used laboratory experiments and finite element models to investigate t...
Autores principales: | , , , |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
SAGE Publications
2017
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5564930/ http://dx.doi.org/10.1177/2325967117S00382 |
_version_ | 1783258331552415744 |
---|---|
author | Gustafson, Peter Geeslin, Andrew Omwansa, Mark Sytsma, Mark J. |
author_facet | Gustafson, Peter Geeslin, Andrew Omwansa, Mark Sytsma, Mark J. |
author_sort | Gustafson, Peter |
collection | PubMed |
description | OBJECTIVES: Biomechanical testing supports anatomic reconstruction for high-grade acromioclavicular injuries to achieve improved stability, however, clavicle fractures have been reported following reconstruction. Thus, this study used laboratory experiments and finite element models to investigate the influence of tunnel parameters on the clavicle biomechanical performance. METHODS: Composite synthetic clavicles were subjected to four-point bending on a servohydraulic load frame. Two established surgical techniques were compared; a single 3 mm tunnel technique and a double 6 mm tunnel technique. Finite element (FE) models were validated against experimental findings. Subsequent FE models explored a broad range of tunnel parameters to determine their biomechanical consequences. RESULTS: The single tunnel (3 mm) specimens exhibited a stiffness of 19.9 ± 1.55 Nm(2) and failed at 686 ± 45.2 N through the tunnel. The double tunnel technique exhibited a stiffness of 15.8 ± 1.18 Nm(2) and failed at 390 ± 31.7 N through the medial tunnel. In FE models of the experiments (Fig. 1), the double tunnel technique has 69% of the strength of the single tunnel (vs 57% in the experiments) and failure was predicted at the medial tunnel. In 200 variations of tunnel configuration, the double tunnel technique exhibited increased stress concentration relative to a single tunnel. Larger tunnels exhibited higher stresses than smaller tunnels. Fig. 1: FE models exhibit greater stress concentration of the double 6 mm tunnel (right) technique compared to the single 3 mm tunnel (left) and technique. CONCLUSION: Experimental and FE results demonstrate that the double 6 mm tunnel reconstruction has a higher stress concentration than the single 3 mm tunnel technique when subjected to four-point bending. The validated FE model supports the use of small tunnels and suggests that a double tunnel configuration may have biomechanical disadvantages that must be weighed against the perceived advantages of “anatomic” reconstruction. |
format | Online Article Text |
id | pubmed-5564930 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2017 |
publisher | SAGE Publications |
record_format | MEDLINE/PubMed |
spelling | pubmed-55649302017-08-24 Clavicle Fracture after Coracoclavicular Ligament Reconstruction: A Biomechanical and Finite Element Evaluation of Clavicle Fracture Risk Gustafson, Peter Geeslin, Andrew Omwansa, Mark Sytsma, Mark J. Orthop J Sports Med Article OBJECTIVES: Biomechanical testing supports anatomic reconstruction for high-grade acromioclavicular injuries to achieve improved stability, however, clavicle fractures have been reported following reconstruction. Thus, this study used laboratory experiments and finite element models to investigate the influence of tunnel parameters on the clavicle biomechanical performance. METHODS: Composite synthetic clavicles were subjected to four-point bending on a servohydraulic load frame. Two established surgical techniques were compared; a single 3 mm tunnel technique and a double 6 mm tunnel technique. Finite element (FE) models were validated against experimental findings. Subsequent FE models explored a broad range of tunnel parameters to determine their biomechanical consequences. RESULTS: The single tunnel (3 mm) specimens exhibited a stiffness of 19.9 ± 1.55 Nm(2) and failed at 686 ± 45.2 N through the tunnel. The double tunnel technique exhibited a stiffness of 15.8 ± 1.18 Nm(2) and failed at 390 ± 31.7 N through the medial tunnel. In FE models of the experiments (Fig. 1), the double tunnel technique has 69% of the strength of the single tunnel (vs 57% in the experiments) and failure was predicted at the medial tunnel. In 200 variations of tunnel configuration, the double tunnel technique exhibited increased stress concentration relative to a single tunnel. Larger tunnels exhibited higher stresses than smaller tunnels. Fig. 1: FE models exhibit greater stress concentration of the double 6 mm tunnel (right) technique compared to the single 3 mm tunnel (left) and technique. CONCLUSION: Experimental and FE results demonstrate that the double 6 mm tunnel reconstruction has a higher stress concentration than the single 3 mm tunnel technique when subjected to four-point bending. The validated FE model supports the use of small tunnels and suggests that a double tunnel configuration may have biomechanical disadvantages that must be weighed against the perceived advantages of “anatomic” reconstruction. SAGE Publications 2017-07-31 /pmc/articles/PMC5564930/ http://dx.doi.org/10.1177/2325967117S00382 Text en © The Author(s) 2017 http://creativecommons.org/licenses/by-nc-nd/3.0/ This open-access article is published and distributed under the Creative Commons Attribution - NonCommercial - No Derivatives License (http://creativecommons.org/licenses/by-nc-nd/3.0/), which permits the noncommercial use, distribution, and reproduction of the article in any medium, provided the original author and source are credited. You may not alter, transform, or build upon this article without the permission of the Author(s). For reprints and permission queries, please visit SAGE’s Web site at http://www.sagepub.com/journalsPermissions.nav. |
spellingShingle | Article Gustafson, Peter Geeslin, Andrew Omwansa, Mark Sytsma, Mark J. Clavicle Fracture after Coracoclavicular Ligament Reconstruction: A Biomechanical and Finite Element Evaluation of Clavicle Fracture Risk |
title | Clavicle Fracture after Coracoclavicular Ligament Reconstruction: A Biomechanical and Finite Element Evaluation of Clavicle Fracture Risk |
title_full | Clavicle Fracture after Coracoclavicular Ligament Reconstruction: A Biomechanical and Finite Element Evaluation of Clavicle Fracture Risk |
title_fullStr | Clavicle Fracture after Coracoclavicular Ligament Reconstruction: A Biomechanical and Finite Element Evaluation of Clavicle Fracture Risk |
title_full_unstemmed | Clavicle Fracture after Coracoclavicular Ligament Reconstruction: A Biomechanical and Finite Element Evaluation of Clavicle Fracture Risk |
title_short | Clavicle Fracture after Coracoclavicular Ligament Reconstruction: A Biomechanical and Finite Element Evaluation of Clavicle Fracture Risk |
title_sort | clavicle fracture after coracoclavicular ligament reconstruction: a biomechanical and finite element evaluation of clavicle fracture risk |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5564930/ http://dx.doi.org/10.1177/2325967117S00382 |
work_keys_str_mv | AT gustafsonpeter claviclefractureaftercoracoclavicularligamentreconstructionabiomechanicalandfiniteelementevaluationofclaviclefracturerisk AT geeslinandrew claviclefractureaftercoracoclavicularligamentreconstructionabiomechanicalandfiniteelementevaluationofclaviclefracturerisk AT omwansamark claviclefractureaftercoracoclavicularligamentreconstructionabiomechanicalandfiniteelementevaluationofclaviclefracturerisk AT sytsmamarkj claviclefractureaftercoracoclavicularligamentreconstructionabiomechanicalandfiniteelementevaluationofclaviclefracturerisk |