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What is Flexural Design of Hybrid UHPC Elements about?

This technical paper presents an analytical model for predicting the flexural behavior of hybrid reinforced ultra-high performance concrete (UHPC) elements. The model derives moment-curvature responses and simplifies them into a tri-linear format for analytical solutions, validated against experimental data. The findings aim to enhance serviceability design by addressing maximum crack width and allowable deflection in structural applications.

Author

cpleesud

Language

EN