Flexural behavior of high strength concrete deep beams reinforced with GFRP bars

This paper presents an experimental and numerical study of the flexural behavior of high concrete deep beams reinforced with locally produced glass fiber reinforced polymers (GFRP) bars using high strength concrete (HSC). Both studies were carried out to study the effect of using (GFRP) bars with di...

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Bibliographic Details
Main Authors: Mona K. Nassif, Abeer M. Erfan, Osama T. Fadel, Taha A. El-sayed
Format: Article
Language:English
Published: Elsevier 2021-12-01
Series:Case Studies in Construction Materials
Subjects:
HSC
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509521001285