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Biomechanical evaluation of locked plating fixation for unstable femoral neck fractures

AIMS: Evaluate if treating an unstable femoral neck fracture with a locking plate and spring-loaded telescoping screw system would improve construct stability compared to gold standard treatment methods. METHODS: A 31B2 Pauwels’ type III osteotomy with additional posterior wedge was cut into 30 fres...

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Autores principales: Bliven, E., Sandriesser, S., Augat, P., von Rüden, C., Hackl, S.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: The British Editorial Society of Bone and Joint Surgery 2020
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7331880/
https://www.ncbi.nlm.nih.gov/pubmed/32637075
http://dx.doi.org/10.1302/2046-3758.96.BJR-2019-0331.R1
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author Bliven, E.
Sandriesser, S.
Augat, P.
von Rüden, C.
Hackl, S.
author_facet Bliven, E.
Sandriesser, S.
Augat, P.
von Rüden, C.
Hackl, S.
author_sort Bliven, E.
collection PubMed
description AIMS: Evaluate if treating an unstable femoral neck fracture with a locking plate and spring-loaded telescoping screw system would improve construct stability compared to gold standard treatment methods. METHODS: A 31B2 Pauwels’ type III osteotomy with additional posterior wedge was cut into 30 fresh-frozen femur cadavers implanted with either: three cannulated screws in an inverted triangle configuration (CS), a sliding hip screw and anti-rotation screw (SHS), or a locking plate system with spring-loaded telescoping screws (LP). Dynamic cyclic compressive testing representative of walking with increasing weight-bearing was applied until failure was observed. Loss of fracture reduction was recorded using a high-resolution optical motion tracking system. RESULTS: LP constructs demonstrated the highest mean values for initial stiffness and failure load. LP and SHS constructs survived on mean over 50% more cycles and to loads 450 N higher than CS. During the early stages of cyclic loading, mean varus collapse of the femoral head was 0.5° (SD 0.8°) for LP, 0.7° (SD 0.7°) for SHS, and 1.9° (SD 2.3°) for CS (p = 0.071). At 30,000 cycles (1,050 N) mean femoral neck shortening was 1.8 mm (SD 1.9) for LP, 2.0 mm (SD 0.9) for SHS, and 3.2 mm (SD 2.5) for CS (p = 0.262). Mean leg shortening at construct failure was 4.9 mm (SD 2.7) for LP, 8.9 mm (SD 3.2) for SHS, and 7.0 mm (SD 4.3) for CS (p = 0.046). CONCLUSION: Use of the LP system provided similar (hip screw) or better (cannulated screws) biomechanical performance as the current gold standard methods suggesting that the LP system could be a promising alternative for the treatment of unstable fractures of the femoral neck. Cite this article: Bone Joint Res 2020;9(6):314–321.
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spelling pubmed-73318802020-07-06 Biomechanical evaluation of locked plating fixation for unstable femoral neck fractures Bliven, E. Sandriesser, S. Augat, P. von Rüden, C. Hackl, S. Bone Joint Res Biomechanics AIMS: Evaluate if treating an unstable femoral neck fracture with a locking plate and spring-loaded telescoping screw system would improve construct stability compared to gold standard treatment methods. METHODS: A 31B2 Pauwels’ type III osteotomy with additional posterior wedge was cut into 30 fresh-frozen femur cadavers implanted with either: three cannulated screws in an inverted triangle configuration (CS), a sliding hip screw and anti-rotation screw (SHS), or a locking plate system with spring-loaded telescoping screws (LP). Dynamic cyclic compressive testing representative of walking with increasing weight-bearing was applied until failure was observed. Loss of fracture reduction was recorded using a high-resolution optical motion tracking system. RESULTS: LP constructs demonstrated the highest mean values for initial stiffness and failure load. LP and SHS constructs survived on mean over 50% more cycles and to loads 450 N higher than CS. During the early stages of cyclic loading, mean varus collapse of the femoral head was 0.5° (SD 0.8°) for LP, 0.7° (SD 0.7°) for SHS, and 1.9° (SD 2.3°) for CS (p = 0.071). At 30,000 cycles (1,050 N) mean femoral neck shortening was 1.8 mm (SD 1.9) for LP, 2.0 mm (SD 0.9) for SHS, and 3.2 mm (SD 2.5) for CS (p = 0.262). Mean leg shortening at construct failure was 4.9 mm (SD 2.7) for LP, 8.9 mm (SD 3.2) for SHS, and 7.0 mm (SD 4.3) for CS (p = 0.046). CONCLUSION: Use of the LP system provided similar (hip screw) or better (cannulated screws) biomechanical performance as the current gold standard methods suggesting that the LP system could be a promising alternative for the treatment of unstable fractures of the femoral neck. Cite this article: Bone Joint Res 2020;9(6):314–321. The British Editorial Society of Bone and Joint Surgery 2020-06-30 /pmc/articles/PMC7331880/ /pubmed/32637075 http://dx.doi.org/10.1302/2046-3758.96.BJR-2019-0331.R1 Text en © 2020 Author(s) et al. https://creativecommons.org/licenses/by-nc-nd/4.0/ This is an open-access article distributed under the terms of the Creative Commons Attribution Non-Commercial No Derivatives (CC BY-NC-ND 4.0) licence, which permits the copying and redistribution of the work only, and provided the original author and source are credited.
spellingShingle Biomechanics
Bliven, E.
Sandriesser, S.
Augat, P.
von Rüden, C.
Hackl, S.
Biomechanical evaluation of locked plating fixation for unstable femoral neck fractures
title Biomechanical evaluation of locked plating fixation for unstable femoral neck fractures
title_full Biomechanical evaluation of locked plating fixation for unstable femoral neck fractures
title_fullStr Biomechanical evaluation of locked plating fixation for unstable femoral neck fractures
title_full_unstemmed Biomechanical evaluation of locked plating fixation for unstable femoral neck fractures
title_short Biomechanical evaluation of locked plating fixation for unstable femoral neck fractures
title_sort biomechanical evaluation of locked plating fixation for unstable femoral neck fractures
topic Biomechanics
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7331880/
https://www.ncbi.nlm.nih.gov/pubmed/32637075
http://dx.doi.org/10.1302/2046-3758.96.BJR-2019-0331.R1
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