Numerical analysis of RC wall with opening and strengthened with CFRP

Abstract The present work simulates and analyzes numerically two one-way walls (OW) with a central unforeseen cut-out-opening, which were previously tested experimentally. The models are based in the Finite Element Method and consider nonlinear behavior of the concrete material, such as hardening/so...

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Bibliographic Details
Main Authors: Marcos Alves da Silva, Rafael Andrés Sanabria Díaz, Luiz Carlos de Almeida, Leandro Mouta Trautwein
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2020-12-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000100210&tlng=en