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A Comparative Reliability and Performance Study of Different Stent Designs in Terms of Mechanical Properties: Foreshortening, Recoil, Radial Force, and Flexibility

机译:在机械特性方面,对不同支架设计的可靠性和性能进行比较研究:缩短,后坐力,径向力和柔韧性

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This study seeks to improve the mechanical performance of stents by conducting reliability performance testing and finite element method (FEM)-based simulations for coronary stents. Three commercially available stent designs and our own new design were tested to measure the factors affecting performance, specifically foreshortening, recoil, radial force, and flexibility. The stents used in the present experiments were 3mm in working diameter and 18mm of working length. The results of the experiments indicate that the foreshortening of stents A, B, C, and our new design, D, was equivalent to 2.25, 0.67, 0.46, and 0.41%, respectively. The recoil of stents A, B, C, and D was 6.00, 4.35, 3.50, and 4.36%, respectively. Parallel plate radial force measurements were A, 3.72±0.28N; B, 3.81±0.32N; C, 4.35±0.18N; and D, 4.02±0.24N. Radial forces determined by applying uniform pressure in the circumferential direction were A, 28.749±0.81N; B, 32.231±1.80N; C, 34.522±3.06N; and D, 42.183±2.84N. The maximum force of crimped stent at 2.2-mm deflection was 1.01±0.08N, 0.82±0.08N, 0.92±0.12N, and 0.68±0.07N for each of stents A, B, C and D. The results of this study enabled us to identify several factors to enhance the performance of stents. In comparing these stents, we found that our design, stent D, which was designed by a collaborative team from seven universities, performed better than the commercial stents across all parameter of foreshortening, recoil, radial force, and flexibility.
机译:本研究旨在通过对冠状动脉支架进行可靠性性能测试和基于有限元方法(FEM)的仿真来改善支架的机械性能。测试了三种市售支架设计和我们自己的新设计,以测量影响性能的因素,特别是缩短,后坐力,径向力和柔韧性。本实验中使用的支架的工作直径为3mm,工作长度为18mm。实验结果表明,支架A,B,C和我们的新设计D的缩短分别相当于2.25%,0.67%,0.46%和0.41%。支架A,B,C和D的后坐力分别为6.00、4.35、3.50和4.36%。平行板径向力的测量值是A,3.72±0.28N。 B,3.81±0.32N。碳,4.35±0.18N;和D,4.02±0.24N。通过在圆周方向上施加均匀压力确定的径向力为A,28.749±0.81N; B,32.231±1.80N; C,34.522±3.06N。和D,42.183±2.84N。弯曲的支架在2.2毫米挠度下的最大力分别为支架A,B,C和D的1.01±0.08N,0.82±0.08N,0.92±0.12N和0.68±0.07N。我们确定几个因素来增强支架的性能。在比较这些支架时,我们发现我们的设计支架D是由来自7所大学的一个合作团队设计的,在缩短,回缩,径向力和柔韧性的所有参数上,其性能均优于商用支架。

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