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