METHOD AND APPARATUS FOR BONE FRACTURE FIXATION
First Claim
Patent Images
1. A method comprising:
- determining a load to be supported across separated bone regions by a bridge region of a bone plate;
determining an acceptable cut force (CF) for the bridge region;
determining a cross-sectional area (a) of the bridge region based on the determined load;
determining a height (h) and a width (w) of the bridge region based on the following equation;
wherein “
S1,”
“
C1,” and
“
S2”
are constants for a given bridge material, constant “
S1”
is a slope of a curve defined by a range of cut force versus cross-sectional area, constant “
C1”
is a Y-intercept of the curve, and constant “
S2”
is a slope of Ln(ARF) versus Ln(aspect ratio), wherein “
ARF”
is an aspect ratio factor that is defined by;
wherein (hmax) is a maximum height of the bridge region, “
CF1”
is a first cut force associated with one of the width (w) and the maximum height (hmax) of the bridge region, “
CF2”
is a second cut force associated with the other of the width (w) and the maximum height (hmax), and the aspect ratio is a ratio between the maximum height (hmax) and the width (w); and
providing a bone plate including a bridge region having the height (h) and width (w) for securing the separated bone regions.
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Abstract
A method according to the present disclosure may include determining a load to be supported across separated bone regions by a bridge region of a bone plate. The method may further include determining an acceptable cut force (CF) for the bridge region, determining a cross-sectional area (a) of the bridge region based on the determined load, and determining a height (h) and a width (w) of the bridge region. A bone plate may be provided including a bridge region having the height (h) and width (w) for securing the separated bone regions.
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Citations
20 Claims
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1. A method comprising:
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determining a load to be supported across separated bone regions by a bridge region of a bone plate; determining an acceptable cut force (CF) for the bridge region; determining a cross-sectional area (a) of the bridge region based on the determined load; determining a height (h) and a width (w) of the bridge region based on the following equation; wherein “
S1,”
“
C1,” and
“
S2”
are constants for a given bridge material, constant “
S1”
is a slope of a curve defined by a range of cut force versus cross-sectional area, constant “
C1”
is a Y-intercept of the curve, and constant “
S2”
is a slope of Ln(ARF) versus Ln(aspect ratio), wherein “
ARF”
is an aspect ratio factor that is defined by;wherein (hmax) is a maximum height of the bridge region, “
CF1”
is a first cut force associated with one of the width (w) and the maximum height (hmax) of the bridge region, “
CF2”
is a second cut force associated with the other of the width (w) and the maximum height (hmax), and the aspect ratio is a ratio between the maximum height (hmax) and the width (w); andproviding a bone plate including a bridge region having the height (h) and width (w) for securing the separated bone regions. - View Dependent Claims (2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12)
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13. A bone plate comprising:
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a first fixation region adapted to secure the bone plate to a first side of a separated bone region; a second fixation region adapted to secure the bone plate to a second side of the separated bone region; and a bridge region extending between and coupling said first and second fixation regions to one another, said bridge region defining a cross-sectional area (a) severable by a predetermined maximum allowable cut force (CF) and adapted to support a predetermined load across the separated bone region, said bridge region being defined by; and having a width (w) and a height (h) that is less than or equal to a maximum height (hmax), wherein “
S1,”
“
C1,” and
“
S2”
are constants for a given bridge material, constant “
S1”
is a slope of a curve defined by a range of cut force versus cross-sectional area, constant “
C1”
is a Y-intercept of the curve, and constant “
S2”
being a slope of Ln(ARF) versus Ln(aspect ratio), and “
ARF”
is an aspect ratio factor that is defined by;wherein “
CF1”
is a first cut force associated with one of the width (w) and the maximum height (hmax) of said bridge region, “
CF2”
is a second cut force associated with the other of the width (w) and the maximum height (hmax), and the aspect ratio is a ratio between the maximum height (hmax) and the width (w).- View Dependent Claims (14, 15, 16, 17, 18, 19, 20)
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Specification