Prediction of the ultimate capacity of reinforced concrete elements using nonlinear analysis methodologies

Prediction of the ultimate capacity of reinforced concrete elements using nonlinear analysis methodologies

Abstract This work aims to investigate the ultimate capacity of reinforced concrete elements in terms of cracking and stiffness loss. Nonlinear finite element analysis (NLFEA) was performed in the ATENA software and compared with a proposed numerical simulation of nonlinear static analysis (NLSA), w...

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Bibliographic Details
Main Authors: Ingrid Rocio Irreño Palomo, Juan de Jesus Martínez, Carlos Alberto Benedetty, Luiz Carlos de Almeida, Leandro Mouta Trautwein, Pablo Augusto Krahl
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2023-07-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
reinforced concrete
frames
nonlinear analysis
cracking
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000200209&lng=en&tlng=en

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http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000200209&lng=en&tlng=en

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