Results 91 to 100 of about 1,590 (204)

Effects of diameter on the durability of glass-fiber-reinforced-polymer (GFRP) bars conditioned in alkaline solution [PDF]

open access: yes, 2017
Current standards do not consider the diameter of glass-fiber-reinforced-polymer (GFRP) bars used as internal reinforcement in concrete structures to be a factor influencing bar durability.
Manalo, Allan   +4 more
core  

Experimental Evaluation of Demountable GFRP Dowel Bar System Incorporating Steel and FRP Rings in Precast Concrete Pavements

open access: yesJournal of Techniques
This study presents an experimental evaluation of a demountable Glass Fiber-Reinforced Polymer (GFRP) dowel bar system incorporating steel and Fiber-Reinforced Polymer (FRP) rings for concrete pavement applications.
Nabaa A. Al-Shirifi   +2 more
doaj   +1 more source

Flexural design of GFRP bar reinforced concrete beams: An appraisal of code recommendations

open access: yes, 2019
In this paper, two design codes for the flexural design of Fibre Reinforced Polymer (FRP) bar reinforced concrete beams have been reviewed and compared with the results of the experimental investigations of eight GFRP (Glass Fibre-Reinforced Polymer) bar
Matthew Goldston (20116482)   +3 more
core  

Overview of sustainable GFRP-concrete beams' shear behaviour

open access: yesMisan Journal of Engineering Sciences
Integration of Glass Fiber Reinforced Polymer (GFRP) in concrete beams presents a promising approach for developing sustainability as a substitute for traditional steel reinforcement.
Huda Abed, Sofyan Y. Ahmed1
doaj  

Effects of marble waste on shear strength and pullout resistance of sand reinforced with Glass Fiber-Reinforced Polymer (GFRP) bars

open access: yesCase Studies in Construction Materials
The growing emphasis on sustainability and environmental concerns is prompting researchers to explore ways to utilize waste materials. One such material is Marble Waste (MW), produced in large quantities during the production, cutting, and dressing of ...
Shabir Hussain   +4 more
doaj   +1 more source

Studi Perilaku Kolom Beton Menggunakan Glass Fiber Reinforcement Polimer (GFRP) Bar Dengan Beban Statis Konsesntris Dan Eksentris

open access: yes, 2021
Glass Fiber Reinforce Polymer (GFRP) bar adalah salah satu dari jenis FRP yang paling banyak digunakan sebagai alternatif karena kinerja baik dengan biaya yang efektif.
Prasetyo, Adhi Dharma
core  

Structural Performance of Columns with Glass Fiber-Reinforced Polymer Bars Under Axial Compression

open access: yesFibers
Corrosion continues to be a major challenge affecting the service life, safety and durability of steel-reinforced concrete (RC) structures. The deterioration of steel not only reduces structural capacity but also increases long-term maintenance costs. To
Trupti Amit Kinjawadekar   +2 more
doaj   +1 more source

Investigation of strain rate sensitivity of polymer matrix composites

open access: yes, 2004
Includes bibliographical references (leaves 210-219)An investigation into high strain rate behaviour of polymer composites was performed by developing a finite element model for a fibre reinforced polymer (FRP) plates impacted at varying strain rates ...
Ochola, Robert O
core  

Experimental investigations on the behavior of GFRP bar reinforced HSC and UHSC beams under static and impact loading

open access: yes, 2019
This paper presents an experimental investigation into the behavior of Glass Fiber-Reinforced Polymer (GFRP) bar reinforced high strength concrete and ultra-high strength concrete beams. In total, twelve GFRP bar reinforced concrete beams (GFRP-RC beams)
Alexander Remennikov (19586926)   +3 more
core  

Effect of GFRP Stirrup Confinement on the Bond Strength of GFRP-RC Beams

open access: yesInternational Journal of Concrete Structures and Materials
The current provisions for development length in the ACI 440.11 code disregard the confinement effect provided by stirrups on the bond strength of longitudinal bars and require splice lengths that pose implementation challenges.
Zahid Hussain   +4 more
doaj   +1 more source

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