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Received: January 13, 2018 Revised: June 22, 2018 Accepted: July 13, 2018 Abstract: Introduction: This study presents the experimental and analytical investigation of the behavior of high strength hybrid reinforced concrete deep beams under monotonic and repeated two-point load. The idea of hybrid in this work is different. Two types of concrete were used in beam but not in cross-section. The first type was the Fibrous High Strength Concrete (FHSC) at shear spans for enhancing shear capacity against cracking due to diagonal strut failure (by adding Steel Fiber (SF) in that regions), while the second type was the Conventional High Strength Concrete (CHSC) at the mid-portion between the two strengthened shear spans.

Behavior of High Strength Hybrid Reinforced Concrete Deep Beams under Monotonic and Repeated Loading