Abstract
Purpose: To compare locking and non-locking single and dual plating constructs in maintaining posteromedial fragment reduction in a bicondylar tibial plateau fracture model. We hypothesized that posteromedial fragment fixation with medial and lateral non-locked constructs would tolerate higher loads than lateral locked constructs alone.
Method: Thirty adult-sized composite tibiae were identically fractured into an AO 41-C1.3 pattern. Six plate constructs were tested:
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lateral 8-hole 3.5 mm conventional non-locking proximal tibial plate [CP];
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CP + posteromedial 6 hole 3.5 mm limited contact dynamic compression plate [CP + LCDCP];
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CP + postero-medial 6 hole 1/3 tubular plate [CP + 1/3 tubular];
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8-hole 3.5mm Proximal Tibial Locking plate [PTLP];
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8-hole 3.5 mm LCP (locking compression plate) proximal tibia plate [LCP];
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9-hole Less Invasive Stabilization System [LISS] plate.
Specimens were cyclically loaded to failure or a maximum load of 4000N. Load at posteromedial fragment failure was recorded.
Results: Fragment failure occurred at the posteromedial fragment first. The CP + 1/3 tubular construct had the highest average load to failure (3040 N). In two instances, the CP + 1/3 tubular construct did not fail under the highest loads applied and was the only construct to have specimens that did not fail by 4000 N. The CP + 1/3 tubular plating construct demonstrated significantly higher load at failure compared with the PTLP (p=0.036), the LCP (p=0.004), and the LISS (p=0.012). The CP + 1/3 tubular group did not demonstrate a significant difference in load at failure when compared with the CP (p=0.093) or the CP + LCDCP (p=0.108). The LISS demonstrated a significantly higher load at failure compared to the LCP (p=0.046) but not to the PTLP (p=0.800).
Conclusion: The posteromedial fragment tolerated higher loads with the CP + 1/3 tubular plate construct. The superiority of the dual plate construct may in part be due to the unreliable penetrance of the posteromedial fragment by the laterally applied locking screws.
Correspondence should be addressed to CEO Doug C. Thomson. Email: doug@canorth.org