Project Details
Abstract
The most popular treatment method for unstable distal radius fractures is internal
fixation using a metal plate and screw. This approach is effective in restoring the
anatomical alignment of the wrist and providing powerful fixation strength. However,
the internal fixation mechanisms become complicated when a complex fracture or
osteoporosis occurs. Accordingly, the stress concentrated on the internal fixator can
result in causing a break in the bone, or overloading on bone causing the implant to
loosen. Furthermore, unsuitable treatment, complicated wrist loading and unsuitable
internal fixator are also main factors in fixated strength. The multiple mechanical
interaction factors influence distal radius fracture treatment. Therefore, the aim of this
study will use reverse engineering CAD and CAE techniques to simulate
multi-parameter finite element (FE) models of the fixated radius, i.e. fracture types,
fixation methods, osteoporosis levels and load conditions. The Taguchi statistical
method will to reduce each design factor on the internal fixator. The Taguchi
optimization method then use again to understand the optimize design of internal
fixator. The sawbone and Linear Variable Differential Transformer (LVDT) will using
to understand the fixated strength of each factor on distal radius fixation.
This study has been arranged for three-years, and the specific aims are as follows:
First year: (1) Solid model constructions of radius fracture using RE and CAD. (2)
Global FE analysis. (3) Pilot experiment constructing.
Second year: (1) Internal fixator parameters reduction using statistics-Taguchi method.
(2) Reduced model constructions by using CAD. (3)Finite element analysis. (4)
Taguchi optimal analysis. (5) Pilot experiment constructing
Third year: (1)Different fracture types and fixations manufacturing (2) Internal fixator
manufactured by CAM. (3)Fixated strength experiment testing. (4)Statistical
analysis .
Project IDs
Project ID:PB9907-10776
External Project ID:NSC99-2221-E182-054
External Project ID:NSC99-2221-E182-054
| Status | Finished |
|---|---|
| Effective start/end date | 01/08/10 → 31/07/11 |
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