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Purpose: Open reduction and internal fixation using anterior plate osteosynthesis currently represents the gold standard for the treatment of symphyseal disruptions. Since postoperative screw loosening with consequent implant failure is frequently observed, this study aims to evaluate if and to what extent augmentation can increase the pull-out force of symphyseal screws to improve the constructs stability.
Methods: Twelve human cadaveric anterior pelvic rings were separated at the symphyseal joint for bilateral testing, consequently achieving comparable sites. First, one non-augmented screw was drilled into the superior pubic ramus, whereas the contralateral side was primarily augmented. The screws were then withdrawn with a constant speed of 10 mm/min and the fixation strengths determined by the force (N) displacement (mm) curve. Finally, the primary non-augmented site was secondary augmented, representing revision surgery after initial implant failure, and the corresponding fixation strength was measured again.
Results: Augmentation compared to non-augmented screws displayed significantly higher pull-out forces with an increase in pull-out force by 377% for primary and 353% for secondary augmentation (p < 0.01). There was no significant difference in the pull-out force comparing primary and secondary augmentation (p = 0.74).
Conclusions: Primary and secondary augmentation significantly increases the stability of symphyseal screws and, therefore, potentially decreases rates of implant failure.
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http://dx.doi.org/10.1007/s00068-022-01963-6 | DOI Listing |
Sci Rep
September 2025
Department of Mechanical Engineering, University of Cordoba, Montería, Córdoba, Colombia.
In the present study, the influence of drying temperature, mercerization, and epoxy coating on the physicochemical and mechanical properties of Colombian CFs and their interfacial adhesion with a PLA matrix were studied. CFs were extracted from the mesocarp of Cocos nucifera husks by retting. The fibers were oven-dried at two drying temperatures, 40 °C and 90 °C.
View Article and Find Full Text PDFBioengineering (Basel)
August 2025
Department of Regulatory Science for Medical Device, Dongguk University, Seoul 04620, Republic of Korea.
This study aimed to assess, using finite element analysis (FEA), the mechanical effects of cortical bone thickness and cancellous bone density on the pull-out strength of suture anchors. A PEEK anchor was modeled and embedded in synthetic bone blocks with cortical thicknesses ranging from 1 to 5 mm and cancellous densities of 10 PCF, 20 PCF, and 30 PCF. Axial tensile loading simulations were conducted for all combinations, and selected cases were validated through experimental pull-out tests using commercial synthetic bone, demonstrating agreement within ±6%.
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August 2025
School of Civil Engineering, Chongqing University, Chongqing, 401400, China.
Rock-socketed pile anchored by inclined anchors (RPIA) is a novel pile-anchor composite foundation developed to address the challenges of transmission tower installations in mountainous areas. This study investigates the bearing performance of RPIA under uplift-horizontal combined load using a nonlinear numerical model validated through full-scale field tests. Parametric analyses were conducted to examine the effects of inclined anchor length, angle and diameter, as well as connection node depth, on RPIA performance.
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August 2025
School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China.
By conducting push-out tests, the bond behavior between H-shaped steel and concrete under different freeze-thaw (F-T) cycles (including failure modes, bond strength, and bond stress-slip curves) was investigated. The experiment considered one type of concrete (C35), three volumetric stirrup ratios (0.4%, 0.
View Article and Find Full Text PDFPLoS One
August 2025
College of Electrical Engineering and New Energy, China Three Gorges University, Yichang, Hubei, China.
Mortise-tenon and joint-flange assembled foundation has excellent application as a new type of slab concrete assembled foundation, but there is a lack of research on its bearing capacity. In order to explore the mechanical characteristics and bearing capacity of this type of foundation under combined load (uplift-horizontal load), which is different from the traditional cast-in-place foundation, the uplift bearing model of mortise-tenon and joint-flange assembled foundation and the uplift model of cast-in-place foundation with the same specification were established based on the actual geological environment by finite element software. The stress distribution, vertical and horizontal displacements, and uplift and horizontal bearing capacities of the foundations were simulated and calculated.
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