Numerical analysis of the behavior of beam-column precast connections without continuity reinforcement

Numerical analysis of the behavior of beam-column precast connections without continuity reinforcement

Abstract In this paper, the behavior of four beam-column connections in precast structures, without continuity reinforcement, subjected to negative bending moment was analyzed through numerical simulation using the ABAQUS®, which is based on the Finite Element Method. Nonlinear analysis was perform...

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Bibliographic Details
Main Authors: João Victor Maciel de Andrade Silva, Leandro Vanalli, Luiz Antonio Farani de Souza, Caio Prestupa Malta Rolim
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2021-06-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
finite element
ABAQUS
deformability
semi-stiffness
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000500207&tlng=en

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