The standard operative treatment of Lisfranc fracture dislocations currently consists of open reduction and transarticular fixation. Recently, bridge plating has been used more often. Using joint spanning, the reduced fracture dislocation is temporary stabilized to minimize articular damage. The present study describes the outcomes of patients treated with bridge plating after tarsometatarsal fracture dislocations compared with transarticular screw fixation. A retrospective cohort study was performed. Patients with an isolated tarsometatarsal injury who had been treated operatively from June 2000 to October 2013 were included. The primary functional outcome was measured using the American Orthopaedic Foot and Ankle Society midfoot score and the Foot Function Index. The secondary outcome was patient satisfaction, which was measured using the EuroQol 5 dimensions questionnaire and a visual analog scale. A total of 34 patients were included. Bridge plating was used in 21 patients. In 13 patients, Kirschner wires or transarticular screws or a combination were used. The median follow-up period was 49 (interquartile range 18 to 89) months. The implants were removed in 10 of 13 patients in the transarticular group and 17 of 21 patients in the bridge plating group. The incidence of wound complications was comparable in both groups. The median American Orthopaedic Foot and Ankle Society score was lower in the transarticular group (77 versus 66). The Foot Function Index score was 18 in both groups. Patient satisfaction was 90% in the bridge plating group and 80% in the transarticular group. Bridge plating for Lisfranc injuries led to at least similar results compared with transarticular fixation in terms of functional outcomes and patient satisfaction. Longer follow-up is necessary to determine whether the prevention of secondary damage to the articular surface leads to less post-traumatic arthritis and better functional outcomes.
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http://dx.doi.org/10.1053/j.jfas.2016.04.005 | DOI Listing |
Sci Rep
January 2025
Department of Civil and Environmental Engineering, Seoul National University, Seoul, 08826, Republic of Korea.
To enhance sustainability and resilience against climate change in infrastructure, a quantitative evaluation of both environmental impact and cost is important within a life cycle framework. Climate change effects can lead performance deterioration in bridge components during their operational phase, highlighting the necessity for a risk-based evaluation process aligned with maintenance strategies. This study employs a two-phase life cycle assessments (LCA) framework.
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January 2025
Department of Oral and Maxillofacial Surgery, University Medical Center Groningen, University of Groningen, Hanzeplein 1, P.O. Box 30.001, 9700 RB, Groningen, The Netherlands.
In cases of large mandibular continuity defects resulting from malignancy resection, the current standard of care involves using patient-specific/custom titanium reconstruction plates along with autogenous grafts (fibula, scapula, or iliac crest segments). However, when grafts are not feasible or desired, only the reconstruction plate is used to bridge the gap. Unfortunately, metal osteosynthesis and reconstruction plates, including titanium, exhibit adverse effects such as stress-shielding and limitations in accurate postoperative irradiation (especially with proton-beam therapy).
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January 2025
Department of Chemical Engineering, National Tsing Hua University, 101, Section 2, Kuang-Fu Road, Hsin-Chu 300044, Taiwan.
The formation of a high-density nanotwinned structure in copper deposits is presently acknowledged as a paramount goal for enhancing the material characteristics of copper. However, the conventional manufacturing processes often involve the incorporation of organic additives, resulting in consequential impurity effects and aging concerns. In this work, we introduce a high-rate approach to fabricate (220)-orientation nanotwinned copper foils in a concentrated methanesulfonate copper solution with mere amount of chloride ions as additives.
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December 2024
Reserch Institute of Urbanization and Urban Safety, School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing, 100083, China.
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