Simulation of interface behavior between FRP bars and concrete by an elastic-plastic theory via FEM

Abstract An elastic-plastic behavior is considered to simulate the interface rupture between grooved, helical wrapped and sand coated helical wrapped bars made of Fiber Reinforced Polymer (FRP) and concrete. Interface properties are obtained comparing results of the model with pull-out experiments....

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Main Authors: D. S. BRISOTTO, E. BITTENCOURT, V. M. R. D. BESSA
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2018-12-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000601381&tlng=en
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author D. S. BRISOTTO
E. BITTENCOURT
V. M. R. D. BESSA
author_facet D. S. BRISOTTO
E. BITTENCOURT
V. M. R. D. BESSA
author_sort D. S. BRISOTTO
collection DOAJ
description Abstract An elastic-plastic behavior is considered to simulate the interface rupture between grooved, helical wrapped and sand coated helical wrapped bars made of Fiber Reinforced Polymer (FRP) and concrete. Interface properties are obtained comparing results of the model with pull-out experiments. Properties obtained related to grooved bars are similar to properties known for ribbed steel bars. In this case, interface rupture behavior does not depend on bar properties. In case of both helical wrapped bars, on the other side, interface behavior is actually changed by FRP bar characteristics. The advantage of the present formulation is its capability to calculate splitting tractions, responsible for bulk concrete failure.
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spelling doaj.art-ab6c10ed92ef4d88931d2e13bb5ffce52022-12-21T19:29:07ZengInstituto Brasileiro do Concreto (IBRACON)Revista IBRACON de Estruturas e Materiais1983-41952018-12-011161381139010.1590/s1983-41952018000600011Simulation of interface behavior between FRP bars and concrete by an elastic-plastic theory via FEMD. S. BRISOTTOE. BITTENCOURTV. M. R. D. BESSAAbstract An elastic-plastic behavior is considered to simulate the interface rupture between grooved, helical wrapped and sand coated helical wrapped bars made of Fiber Reinforced Polymer (FRP) and concrete. Interface properties are obtained comparing results of the model with pull-out experiments. Properties obtained related to grooved bars are similar to properties known for ribbed steel bars. In this case, interface rupture behavior does not depend on bar properties. In case of both helical wrapped bars, on the other side, interface behavior is actually changed by FRP bar characteristics. The advantage of the present formulation is its capability to calculate splitting tractions, responsible for bulk concrete failure.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000601381&tlng=enconcreteFRP barsplasticityfinite element
spellingShingle D. S. BRISOTTO
E. BITTENCOURT
V. M. R. D. BESSA
Simulation of interface behavior between FRP bars and concrete by an elastic-plastic theory via FEM
Revista IBRACON de Estruturas e Materiais
concrete
FRP bars
plasticity
finite element
title Simulation of interface behavior between FRP bars and concrete by an elastic-plastic theory via FEM
title_full Simulation of interface behavior between FRP bars and concrete by an elastic-plastic theory via FEM
title_fullStr Simulation of interface behavior between FRP bars and concrete by an elastic-plastic theory via FEM
title_full_unstemmed Simulation of interface behavior between FRP bars and concrete by an elastic-plastic theory via FEM
title_short Simulation of interface behavior between FRP bars and concrete by an elastic-plastic theory via FEM
title_sort simulation of interface behavior between frp bars and concrete by an elastic plastic theory via fem
topic concrete
FRP bars
plasticity
finite element
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000601381&tlng=en
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