Research on Compression Failure Characteristics and Damage Constitutive Model of Steel Fiber-Reinforced Concrete with 2% Copper-Coated Fibers Under Impact Load.

Materials (Basel) · 2024 · PMC11642195 · PMID 39685160

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an increasing trendno p-value reported

The experimental findings revealed that the pull-out resistance of curved fibers was significantly superior to that of conventional S-shaped fibers, and this pull-out enhancement exhibited an increasing trend with an increase in curvature.

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