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Updated: Sep 9, 2026

A Novel Arthroscopic Medial Knot-Tying Suture-Bridge Repair with Rip-Stop Technique for Rotator Cuff Tears
Published on: January 13, 2026
Three-Anchor Knotless Compression Bridges Improve Contact Mechanics in a Biomechanical Model of Large, Single-Row
Nisha M Kotta1, Benjamin L Smith1, Roger Quesada-Jimenez2
1Department of Research Arthrex Inc. Naples Florida U.S.A.
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.
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