Static and Dynamic Shear Behavior of Uniformly Loaded Reinforced Concrete Deep Beams.

摘要

Behavioral equations were developed for reinforced concrete deep beams,especially in the realm of shear capacity. A series of static and dynamic beam tests was performed to aid in the development of this objective. Static shear behavior equations for deep beams were derived on the lower boundary of reinforced concrete deep beam data represented by research from this report and other research comprising 73tests. Equations for a total static shear capacity are given which conservatively predict shear capacities of the beam tests considered. (Author)