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A. Moorthi

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2026

Reinforcement-ratio-based piecewise modeling of flexural capacity and deformation response in UHPC beams

Ultra-high-performance concrete (UHPC) beams exhibit reinforcement-dependent flexural behavior governed by fiber bridging, reinforcement ratio, and compression-zone resistance. This study proposes a mechanics-informed piecewise predictive framework for modeling the flexural and deformation response of UHPC beams. A qua...

A. Moorthi, B. Balakrishnan · 0 citations

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