Computational modeling of plain and steel fiber-reinforced concrete beams without transverse reinforcement

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 stee...

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Bibliographic Details
Main Authors: Daniel de Lima Araújo, Cleiton Rodrigues Siqueira Filho, Fausto Arantes Lobo
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2023-05-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952023000300206&lng=en&tlng=en