Shear-flexure interaction in the critical sections of short coupling beams
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DOI: 10.1016/j.engstruct.2017.09.024
Abstract: Abstract Heavily-loaded short coupling beams with large amounts of transverse reinforcement fail in sliding shear or diagonal compression under the complex interaction between shear and flexure. These failure modes often occur after yielding of the… read more here.
Keywords: strength; coupling beams; model; short coupling ... See more keywords