Extensor Pollicis Longus (EPL) rupture occurs in 0.2 – 3% of fractures of the distal radius. The underlying mechanism is unknown. This study prospectively evaluates EPL and surrounding structures using high-resolution ultrasound (US) in patients with distal radius fracture 6 weeks after injury and correlates the findings with initial radiographic measurements. US can assess tendon size, echogenicity and peak velocity, haematoma depth and thickness of the extensor retinaculum and tendon sheath. The normal wrist was examined as a control.
Radiographic measurements – AO classification: A-32, B-12 and C-14. 76% were undisplaced fractures with dorsal tilt less than 10. Statistical analysis revealed that EPL tendon peak velocity is significantly slower on the fractured side (p=0.001). The extensor retinaculum thickness is greater (p=0.003) and the synovial sheath thickness is greater (p less than 0.001) on the fractured side. Synovial sheath thickness was also found to be significantly greater in the intra-articular fractures (p=0.03) and the undisplaced fractures (p=0.03).
As expected, the peak tendon velocity is reduced following fracture, but this is still significant at 6 weeks. This could be associated with impaired diffusion of nutrients within the synovial sheath. There is also persistent soft tissue swelling with significantly increased extensor retinaculum and synovial sheath thickness. This is a protective response to trauma, but we propose that this could interfere with the already tenuous blood supply of the EPL tendon. It could also reduce diffusion of nutrients within the tendon sheath, particularly in undisplaced fractures, where the extensor retinaculum is not torn and any increased pressure may not be dispersed. The study is ongoing with the aim to be able to identify patients at risk for EPL rupture and potentially be able to prevent it by early surgical decompression.
SEM analysis of the surfaces of the metals revealed large deep scratches of the CoCr implants which were aligned in the A-P sliding direction. Barium sulphate particles were seen embedded in the surface of the femoral component. Voids were seen in the surface of the cobalt chrome and particles of silicate polishing powder were seen in these voids. There was also evidence of scratches originating at these voids. By contrast oxidised zirconium, showed small amounts of superficial scratching with an intact surface and no evidence of third body particles.
In clinical studies of cemented total hip arthroplasty (THA), polished stems produce less slippage at the bone-cement interface than roughened stems. Our objective is to assess the effect of stem-cement debonding on the bone-cement interface shear behaviour of hip implants using simplified axisymmetric stem-cement-aluminum models. We emulated the femoral stems using stainless steel tapered plugs with either a rough (i.e. bonded) or smooth (i.e. unbonded) surface finish. Three different taper angles (5°, 7.5°, 10°) were used for the unbonded constructs. Non-tapered and tapered (7.5°) aluminum shells were used to emulate the diaphyseal and metaphyseal segments of the femur. In all cases, the cement-aluminum interface was designed to have the same shear strength as has been reported for bone-cement interfaces (~8 MPa). The test involved applying axial compressive loading at a rate of 0.02 mm/s until failure. Six specimens were tested for each combination of the parameters. The unbonded stems sustained about twice as much load as the bonded stem, regardless of taper angle, and the metaphyseal model carried 35-50% greater loads than the diaphyseal models before shear failure or slippage. The unbonded constructs reached peak load with excessive displacement due to creep of the cement mantle while the bonded constructs failed in shear at the cement-aluminum interface. This result supports the hypothesis that the wedging forces created in the unbonded construct increase the compression forces across the aluminum-cement interface, thereby increasing its shear resistance. A finite element analysis predicted that the cement could withstand the hoop stress under these loading circumstances and this prediction was confirmed by visual inspection of the cement after each test. Our results suggest that smooth or unbonded stems should sustain less slippage and shear damage at the bone-cement interface than roughened or bonded stems due to the wedge-induced compressive stress; this increased load capacity will be particularly valuable when the condition of the bone-cement interface is suboptimal.
The outcomes were assessed by stress radiographs, maximal manual test with KT-2000 arthrometer, IKDC grading and OAK knee score.
Average OAK score improved from 64.3 to 86.4