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    Contribution of Closed Ties to Shear Strength of GFRP-Reinforced Precast Concrete Tunnel Lining Segments: Experimental and Analytical Study 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 003:;page 04024006-1
    Author(s): Ahmed Elbady; Salaheldin Mousa; Hamdy M. Mohamed; Brahim Benmokrane
    Publisher: ASCE
    Abstract: Current tunnel design provisions do not consider the shear resistance of transverse reinforcement in precast concrete tunnel lining (PCTL) segments. Such reinforcement is often designed as a minimum for shrinkage and ...
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