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Experimental study on flexural behavior of damaged reinforced concrete (RC) beam strengthened by toughness-improved ultra-high performance concrete (UHPC) layer

EngineeringFlexural BehaviorCivil EngineeringConcrete TechnologyReinforced ConcreteMechanical EngineeringExperimental StudyStructural ApplicationStructural PerformanceUltra-high-performance ConcreteStructural Engineering