Three-Anchor Knotless Compression Bridges Improve Contact Mechanics in a Biomechanical Model of Large, Single-Row Tendon Repairs.

Q3 Medicine
Arthroscopy Sports Medicine and Rehabilitation Pub Date : 2026-09-06 eCollection Date: 2026-10-01 DOI:10.1002/ars2.70082
Nisha M Kotta, Benjamin L Smith, Roger Quesada-Jimenez, Anthony N Khoury, Benjamin G Domb
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Abstract

Purpose: To investigate the influence of anchor density on tendon footprint contact mechanics in knotless all-suture anchor compression bridge constructs.

Methods: Unicortical polyurethane solid foam blocks with a cancellous density of 20 lb/ft3 and a cortical density of 40 lb/ft3 simulated bone. Tendons were replicated with 4.76-mm-thick 40A durometer polyurethane rubber sized to 27 × 12 mm. Test groups consisted of two 2.6-mm all-suture anchor single-row knotless compression bridge constructs evaluated at interanchor distances of 10, 15, 20, and 25 mm. A 3-anchor construct was also evaluated for the 25-mm (large tear) condition. The repair sutures of each construct were individually hooked onto a zeroed, handheld force gauge and manually tensioned to create a minor (<5 N) compressive preload through the tendon. Constructs were incrementally tensioned by +25 N on each suture until failure. Contact area (mm2), compressive force (N), and contact pressure (kPa) were recorded from the loaded sensing elements in the bridge region.

Results: The 25-mm, 3-anchor construct resulted in significantly greater compressive force than any of the 2-anchor groups (107 ± 9 N, P < .001). Adding a third anchor to the 25-mm bridge resulted in 37% more compressive force when compared with its 2-anchor equivalent. Contact area increased linearly with increasing bridge length. The largest contact area measured at 195 ± 11 mm2, observed in the 25-mm bridge distance with both the 2- and 3-anchor constructs. The largest contact pressure was achieved in the 10 mm group (1020 ± 58 kPa). Contact pressure significantly decreased with increasing bridge distance and was restored with the addition of a third anchor (683 ± 96 kPa) (P < .001).

Conclusions: An inverse relation was identified wherein increasing knotless suture bridge length decreased tendon footprint contact pressure in single-row repairs. The addition of an in-line third anchor in a simulated large-tear model (25 mm) improved contact pressure and compressive force.

Clinical relevance: The addition of a third knotless all-suture anchor to large single-row suture bridge repairs shows a noticeable improvement in tendon footprint restoration at time zero.

三锚无节压缩桥改善大单行肌腱修复生物力学模型中的接触力学。
目的:探讨锚固密度对无结全缝合锚固压缩桥结构中肌腱足迹接触力学的影响。方法:单皮质聚氨酯固体泡沫块,松质密度为20 lb/ft3,皮质密度为40 lb/ft3模拟骨。用4.76 mm厚的40A硬度聚氨酯橡胶复制肌腱,尺寸为27 × 12 mm。试验组包括两个2.6 mm全缝线锚定单排无结压缩桥结构,在锚定间距为10、15、20和25 mm时进行评估。对于25毫米(大撕裂)的情况,还评估了3锚定结构。每个构建体的修复缝线分别钩在一个置零的手持式力计上,并手动张紧以产生一个小的(2),压缩力(N),并从桥区域的加载传感元件记录接触压力(kPa)。结果:在25mm的桥距上观察到,25mm的3-锚固体产生的压缩力明显大于任何2-锚固体组(107±9 N, P 2)。10 mm组接触压力最大(1020±58 kPa)。接触压力随着桥距的增加而显著降低,并在添加第三个锚(683±96 kPa)后恢复(P结论:发现单排修复中增加无结缝合桥长度会降低肌腱足迹接触压力。在模拟的大撕裂模型(25 mm)中增加了直列第三个锚,提高了接触压力和压缩力。临床意义:在大单排缝合桥修复中添加第三个无结全缝合锚钉,可以在零时间内显著改善肌腱足迹恢复。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
2.70
自引率
0.00%
发文量
218
审稿时长
45 weeks
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