- Research Article
- 10.1016/j.kscej.2025.100353
Two-layered tendon system with different lengths for efficient prestressing of composite girder
- Feb 01, 2026
- KSCE Journal of Civil Engineering
- Jiwoon Yi + 4 more +4
• Two-layered prestressing system to avoid stress concentration at ends of girder • Bottom layer of tendons with conventional anchorages over whole length of girder • Top layer of shorter tendons anchored with anchorage dead-end (onion) • Use of anchorage dead and live-end makes prestressing closer to moment distribution • Significant reduction of prestress-induced stresses like bearing and bursting stresses This study introduces a two-layered tendon system to prestress more efficiently the prestressed steel-concrete composite girder by separating the anchorages traditionally concentrated at the girder ends. The bottom layer uses live ends and runs over the length of the girder while the top layer is shorter with dead ends disposed nearer to the central part of the girder. Such disposition makes it possible to apply the prestressing force where needed, reduces prestressing stresses, and mitigates the congestion of reinforcement and anchorages at the girder ends. Specifically, the anchorage dead-ends of the shorter tendons in the upper layer focus on the largest tensile stresses at mid-span caused by the positive moment. The proposed system is investigated at the element-level on a 4.6 m-long half-girder girder to verify the behavior of the dead end-anchored tendons. Then, the system is examined at the structure-level on a 72 m-long rigid-frame bridge. For the 72 m-long girder, a preliminary parametric study revealed that the appropriate length of the dead-end anchored tendon in the upper layer was 75% of the girder's length. The results show that the proposed system works as desired and relieves significantly the girder from undesirable stresses like bearing and bursting stresses.
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