Journal of Materials and Engineering Structures
Volume 1, Numéro 3, Pages 119-126
2014-12-01
Authors : Masmoudi Abdelmonem . Ben Ouezdou Mongi . Beldi Mohamed . Weber André .
GFRP composite bars are excellent alternative to steel bars for reinforcing concrete structures in severe environments. However, studies on creep phenomenon of GFRP reinforced concrete structures are limited. Creep occurs as a result of long term exposure to high levels of stress that are below the yield strength of the material. This paper (Part A) presents a literature review and the loading history of six experimental beams reinforced with GFRP and steel bars. The results of this study revealed that Beams reinforced with GFRP are less marked with creep phenomenon. This investigation should guide the civil engineer/designer for a better understanding creep phenomenon in GFRP reinforced concrete members.
Concrete, GFRP Bars, Superposition principle; Return creep reloading, Viscoelasticity elasticity
Masmoudi Abdelmonem
.
Ben Ouezdou Mongi
.
Beldi Mohamed
.
Weber André
.
pages 127-136.
Ghernouti Youcef
.
Rabehi Bahia
.
Benhamna Ali
.
Hadj Mostefa Adda
.
pages 47-57.
Vijayaprabha C.
.
Brindha D.
.
pages 293-306.
André Mathias
.
Siguret Denis
.
Foulon Anthony
.
Benmedakhene Salim
.
Mékarbané Pierre
.
Laksimi Abdelouahed
.
Lemaitre Christian
.
Favergeon Jérôme
.
pages 129-137.
Salhi Fatima Zohra
.
Benameur Ouassila
.
pages 431-451.