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The research investigates the force resultant interaction and failure modes of ultra-high performance concrete (UHPC) beams, highlighting their high strength and ductility which allows for shear-critical designs without shear reinforcement. Various experimental tests were conducted on UHPC prisms with different reinforcement types, revealing that unreinforced and Grade 60 steel reinforced specimens primarily failed in flexure, while those reinforced with high strength steel exhibited shear failure. The stud

Author

Yogesh Yadav

Language

EN