Numerical Study on Nonlinear Behavior of RC Continuous Deep Beams

Abstract The aim of the study is to demonstrate extent effect that occurs continuous reinforced deep beams when performing a parametric in terms support settlement and different conditions for dual span (CDBs), failure load mode, using ANSYS 2020 nonlinear finite element program. As relied on laboratory conducted by Yang et al. [8]. Six samples were taken from concrete with two spans extension shear depth ratios (0.5, 1). This was done ensure form handled appropriately. pre-owned model research behavior RC girders under static beam heights. Whereas, it observed there marked variation value influence them. inspection characterized real, conceivable results presenting beams.