Results 1 to 10 of about 8,541 (233)

GFRP Bars Anchorage Resistance in a GFRP-Reinforced Concrete Bridge Barrier. [PDF]

open access: yesMaterials (Basel), 2019
In the present paper, experimental and numerical investigations were conducted on concrete bridge barriers utilizing glass fiber reinforced polymer (GFRP) bars with a hook at their ends. Implementation of these hooked bars instead of the bent bars or headed-end bars in the bridge barriers presented in the Canadian Highway Bridge Design Code (CHBDC) was
Rostami M, Sennah K, Hedjazi S.
europepmc   +4 more sources

Optimization of Concrete Beams Reinforced with GFRP Bars [PDF]

open access: yesJournal of Soft Computing in Civil Engineering, 2022
Members with GFRP bars exhibit different behavior from those with steel bars due to the brittle and low elastic modulus of the GFRP bars. However, there are limited studies considering the optimum design of reinforced concrete members with GFRP bars ...
Thaer Alrudaini
doaj   +2 more sources

Durability assessment of the bonding performance between GFRP rebars and UPC in aquatic environments [PDF]

open access: yesScientific Reports
Glass Fiber Reinforced Polymer (GFRP) bars and Unsaturated Polyester resin Concrete (UPC) offer superior corrosion resistance, making them viable alternatives to steel bars and traditional concrete in water-related projects.
Wenchao Li   +4 more
doaj   +2 more sources

Development Length of GFRP Bars [PDF]

open access: yesJournal of the Korea Concrete Institute, 2010
The objective of this study was to propose a development length equation for GFRP bars. A total of 104 modified pullout tests were completed while the test variables were embedment length (15, 30, ), net cover thickness (), top-cast bar effect, different GFRP bar types (K2KR, K3KR and AsUS), and bar diameters (10, 13, 16 mm). Average bond stresses were
Sang-Su Ha, Dong-Uk Choi
openaire   +1 more source

Experimental Study on Mechanical Properties of Novel FRP Bars with Hoop Winding Layer

open access: yesAdvances in Materials Science and Engineering, 2021
Due to the fact that steel reinforcement is vulnerable to corrosion, FRP bars with light weight, high strength, and excellent durability have become a good substitute for ordinary steel bars.
Yue Liu   +6 more
doaj   +1 more source

Experimental Investigation on the Cyclic In-Plane Behavior of GFRP-Reinforced Concrete Shear Walls

open access: yesBuildings, 2022
The current study presents an experimental investigation performed on slender reinforced concrete shear walls, representing a common lateral-load resisting system of mid-rise buildings.
Hany El-Kady   +3 more
doaj   +1 more source

On the Factors That Determine the Bond Behaviour of GFRP Bars to Concrete: An Experimental Investigation

open access: yesBuildings, 2023
It is becoming accepted that glass-fibre-reinforced polymer (GFRP) is a credible and effective replacement for steel in reinforced concrete (RC) to meet structural requirements whilst addressing durability concerns posed by steel over the long term.
Rajeev Devaraj   +2 more
doaj   +1 more source

Pultruded GFRP Reinforcing Bars Using Nanomodified Vinyl Ester [PDF]

open access: yesMaterials, 2020
Glass fiber-reinforced polymer (GFRP) reinforcing bars have relatively low shear strength, which limits their possible use in civil infrastructure applications with high shear demand, such as concrete reinforcing dowels. We suggest that the horizontal shear strength of GFRP bars can be significantly improved by nanomodification of the vinyl ester resin
Shreya Vemuganti   +3 more
openaire   +2 more sources

Dynamic response of GFRP-reinforced UHPC beams under close-in blast loading

open access: yesMaterials & Design, 2022
Combined use of ultrahigh-performance concrete (UHPC) with glass fiber reinforced polymer (GFRP) reinforcement has the potential for further blast resistance enhancement of reinforced concrete (RC), due to the improved toughness of UHPC and the high ...
Junbo Yan   +6 more
doaj   +1 more source

Feasibility of using Static-Cast Concrete Transmission Poles fully reinforced with glass-fibre reinforced polymer bars and stirrups: A case study

open access: yesCase Studies in Construction Materials, 2023
The findings of cantilever beam bending tests conducted on a series of full-scale glass fibre-reinforced polymer (GFRP) and steel-reinforced concrete utility poles are presented. The poles were reinforced by (i) longitudinal steel bars and steel stirrups
Hassan Ahmadi   +4 more
doaj   +1 more source

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