Numerical approach of the bond stress behavior of steel bars embedded in self-compacting concrete and in ordinary concrete using beam models

Numerical approach of the bond stress behavior of steel bars embedded in self-compacting concrete and in ordinary concrete using beam models

The present study evaluates the bond behavior between steel bars and concrete by means of a numerical analysis based on Finite Element Method. Results of a previously conducted experimental program on reinforced concrete beams subjected to monotonic loading are also presented. Two concrete types, se...

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Bibliographic Details
Main Authors: F.M. Almeida Filho, M. K. El Debs, A.L.H.C. El Debs
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON)
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
bond strength
self-compacting concrete
beam
numerical approach
steel-concrete interface
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000300009&lng=en&tlng=en

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