Computational modeling of plain and steel fiber-reinforced concrete beams without transverse reinforcement
Daniel de Lima Araújo,
Cleiton Rodrigues Siqueira Filho,
Fausto Arantes Lobo
Abstract:Finite element analysis with nonlinear material behavior modeling can be used to design concrete structures. This study aimed to develop a computational model to represent the shear behavior of concrete beams without transverse reinforcement described in the literature, with or without steel fibers. Two different approaches of finite element analysis were investigated, namely smeared and discrete crack models. The results of the smeared crack model were compared with the results of double-notched push-through … Show more
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