Purpose: To evaluate the feasibility of a three-point flanged optic piercing intrascleral fixation technique for replacing a dislocated multifocal intraocular lens (IOL).
Design: Retrospective cross-sectional study.
Methods: In total, 13 eyes from 13 patients with a dislocated single-piece C-loop or double C-loop diffractive multifocal IOL were enrolled to undergo dislocated multifocal IOL replacement through three-point flanged optic piercing 120 degrees apart intrascleral fixation using 7-0 polypropylene sutures at 2.5 mm posterior to the limbus. Preoperative and postoperative uncorrected distance visual acuity (UDVA), postoperative uncorrected intermediate visual acuity (UIVA) at 66 cm, uncorrected near visual acuity (UNVA) at 40 cm, residual refractive errors, and the amount of IOL decentration were evaluated.
Results: There were six multifocal IOLs and seven multifocal toric IOLs. There was a notable improvement in visual acuity, with the mean UDVA improving from 0.79 ± 0.72 logMAR preoperatively to 0.06 ± 0.08 logMAR postoperatively (P = 0.004). The mean postoperative UIVA and UNVA were 0.04 ± 0.05 and 0.10 ± 0.12 logMAR, respectively. The mean residual refractive sphere, cylinder, and spherical equivalent were -0.04 ± 0.48 D, -0.29 ± 0.25 CD, and -0.18 ± 0.47 D, respectively. The mean residual cylinder was -0.25 ± 0.25 CD in eyes with multifocal toric IOL fixation. The mean amount of IOL decentration was 0.22 ± 0.05 mm.
Conclusion: The three-point flanged optic piercing intrascleral fixation technique for dislocated multifocal IOLs could provide good distance, intermediate, and near vision alongside excellent IOL centration.
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http://dx.doi.org/10.4103/IJO.IJO_1960_24 | DOI Listing |
Indian J Ophthalmol
March 2025
Professional Eye Associates, Dalton, Georgia, USA.
Purpose: To evaluate the feasibility of a three-point flanged optic piercing intrascleral fixation technique for replacing a dislocated multifocal intraocular lens (IOL).
Design: Retrospective cross-sectional study.
Methods: In total, 13 eyes from 13 patients with a dislocated single-piece C-loop or double C-loop diffractive multifocal IOL were enrolled to undergo dislocated multifocal IOL replacement through three-point flanged optic piercing 120 degrees apart intrascleral fixation using 7-0 polypropylene sutures at 2.
Sci Rep
February 2025
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, 650500, China.
Compared with ordinary steels, stainless steels possess advantages such as robust corrosion resistance, beautiful appearance, and excellent ductility. This article investigated the performance of a novel C-shaped folded flange section stainless steel beam with web stiffeners under bending and shear interaction, with a focus on the effect of the web tension field on its performance after transverse constraint. Stiffeners can effectively promote the bearing capacity of cold-formed thin-wall components, and folded flanges are convenient for connecting to floors, thus expanding the application range of stainless steel components.
View Article and Find Full Text PDFMaterials (Basel)
December 2024
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming 650500, China.
The failure mode of thin-walled C-channel beams typically manifests as premature local buckling of the compression flange, leading to insufficient utilization of material strength in both the flange and the web. To address this issue, this study adopts the approach of increasing the number of bends to reinforce the flange and adding V-shaped stiffeners in the middle of the web to reduce the width-to-thickness ratio of the plate elements, thereby delaying local buckling and allowing for greater plastic deformation. However, the challenge lies in the irregular cross-sectional shape and complex buckling patterns.
View Article and Find Full Text PDFMaterials (Basel)
November 2022
Civil Engineering Department, COPPE, Universidade Federal do Rio de Janeiro, Rio de Janeiro 21941-972, Brazil.
Experimental research on the direct shear behavior of fiber-reinforced concrete is often carried out using prisms molded with specific dimensions for a standardized test. However, the flow of fresh concrete in these molds can be different than in the case of a full-scale structural element. This is important considering that the flow direction highly influences the distribution and orientation of fibers.
View Article and Find Full Text PDFMaterials (Basel)
April 2022
Advanced Structures and Composites Center, University of Maine, 35 Flagstaff Road, Orono, ME 04469, USA.
This paper details the development and experimental assessment of a friction-type connector, designed to transfer shear flow between the top flange of a fiber-reinforced polymer (FRP) tub girder and a composite concrete deck for bridge applications. In contrast with previously used bearing-type connectors, this system relies on a deformed FRP surface to transfer shear via direct interlock with the concrete deck. The connector is materially efficient, simple to fabricate, can be used with lower-grade structural or stainless-steel fasteners, and provides a high degree of interface stiffness.
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