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Effect Of Aspect Ratio On Torsional Capacity Of High-Strength Plain Concrete Deep Beams
(
Qatar University
, 1993 , Article)
Twenty high-strength plain concrete deep beams were tested under torsion. The variables were concrete strength and depth/width (aspect) ratio. Concrete strengths of 51.01, 58.53, 76.60 and 83.66 MPa and depth/width (aspect) ...