Analytical model for assessing of strengthening the flexural beams with T and rectangular section

This study presents an analytical model for evaluation of the reinforced beams under simple bending based on recommendations of the Brazilian Concrete Code (NBR-6118) and a study published by the International Federation of Concrete (fib). In this paper are considered two different section types, re...

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Bibliographic Details
Main Author: I. ANDREOLLI
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON)
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
fib
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952016000100022&lng=en&tlng=en

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