Steel failure mode of composite dowel shear connector with rectangular regular cutoff
Eliane Gomes da Silveira,
Rodrigo Barreto Caldas,
Lucas Ribeiro dos Santos
Abstract:In this work, a study was carried out on the steel failure behavior of composite dowel shear connectors with regular rectangular cutoff. The bearing capacity equation related to the steel failure is normally treated in the literature as a function of the thickness, yield strength, geometric repetition and shape coefficient. The connector with regular rectangular cutoff study comprised the deduction of the steel failure equation according to von Mises criterion and the comparison of the results obtained from nu… Show more
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