Results 91 to 100 of about 2,573 (227)

Finite element modeling of steel bar buckling in FRP-confined RC columns [PDF]

open access: yes, 2015
Fiber-reinforced polymer (FRP) confining jackets offer an attractive solution for the seismic retrofit of reinforced concrete (RC) columns. For an accurate prediction of the strength and ductility of FRP-confined RC columns, it is necessary to understand
Bai, Yu-Lei, Dai, Jian-Guo
core   +1 more source

Explainable Boosting Machine Learning for Predicting Bond Strength of FRP Rebars in Ultra High-Performance Concrete

open access: yesComputation
Aiming at evaluating the bond strength of fiber-reinforced polymer (FRP) rebars in ultra-high-performance concrete (UHPC), boosting machine learning (ML) models have been developed using datasets collected from previous experiments.
Alireza Mahmoudian   +2 more
doaj   +1 more source

A Modified Model for Deflection Calculation of Reinforced Concrete Beam with Deformed GFRP Rebar

open access: yesInternational Journal of Polymer Science, 2016
The authors carried out experimental and analytical research to evaluate the flexural capacity and the moment-deflection relationship of concrete beams reinforced with GFRP bars.
Minkwan Ju   +3 more
doaj   +1 more source

Flexural Behaviour of HYFRC Beam Reinforced with GFRP Rebar

open access: yesInternational Journal of Innovative Technology and Exploring Engineering, 2019
This paper offers the experimental have a take a look at at the flexural behaviour of HYFRC beams bolstered with glass fiber bolstered polymer (GFRP) rebar and in comparison with everyday metal reinforcement beams. Three beams reinforced with GFRP rebar and three beams of traditional concrete metal strengthened with absolutely six beams have been ...
openaire   +1 more source

Bond behavior between glulam and GFRP's by pullout tests [PDF]

open access: yes, 2012
To evaluate the bond behavior between glulam and GFRP rods, applied according to the near-surface mounted strengthening technique, an experimental program composed of beam and direct pullout tests was carried.
Barros, Joaquim A. O.   +5 more
core   +1 more source

Experimental and numerical assessment of GFRP and synthetic fiber reinforced waste aggregate concrete members

open access: yesAin Shams Engineering Journal
Improper disposal of plastic waste (P-waste) poses significant pollution and health risks to the environment. Additionally, steel rebar corrosion in concrete structures reduces their strength and serviceability.
Ali Raza   +6 more
doaj   +1 more source

Experimental Investigation of the Effects of Concrete Alkalinity on Tensile Properties of Preheated Structural GFRP Rebar

open access: yesAdvances in Materials Science and Engineering, 2017
The combined effects of preexposure to high temperature and alkalinity on the tensile performance of structural GFRP reinforcing bars are experimentally investigated.
Hwasung Roh   +2 more
doaj   +1 more source

New Trends for Reinforced Concrete Structures: Some Results of Exploratory Studies

open access: yesInfrastructures, 2017
Today, the concrete sector is being pushed to innovate in order to better address current challenges with higher competitiveness and more sustainable solutions.
Ricardo N. F. Carmo, Eduardo Júlio
doaj   +1 more source

Continuous Concrete Beams Reinforced With CFRP Bars. [PDF]

open access: yes, 2015
yesThis paper reports the testing of three continuously and two simply supported concrete beams reinforced with carbon fibre reinforced polymer (CFRP) bars. The amount of CFRP reinforcement in beams tested was the main parameter investigated.
A. F. Ashour   +8 more
core   +1 more source

Full-scale testing and numerical analysis of a precast fibre reinforced self-compacting concrete slab pre-stressed with basalt fibre reinforced polymer bars [PDF]

open access: yes, 2017
open7Steel-free pre-stressed reinforced concrete may be used in aggressive environments to increase the durability of structural elements and to limit the carbon footprint by replacing steel with high-strength fibre composites.

core   +1 more source

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