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.
Phan Duy Nguyen
.
Dang Vu Hiep
.
Ngoc Anh Vu
.
Vinh An Le
.
pages 539-546.
Van Pham Phe
.
pages 659-667.
Nikam Jagruti S.
.
Pawar Abhijit J.
.
pages 433-445.
Dang Vu Hiep
.
Nguyen Duc Sy
.
Vinh An Le
.
Phan Duy Nguyen
.
pages 361-368.