Analytical Model for Predicting Response and Flexure- Shear Resistance of Composite Beams Combining Reinforced Ultrahigh Performance Fiber- Reinforced Concrete and Reinforced Concrete
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This paper investigates experimentally and numerically the biaxial flexural behaviour of thin circular slab specimens made of Ultra High Performance Fibre Reinforced Cementitious Composite (UHPFRC). The circular slab specimens represent an external tensile ...
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