Results 11 to 20 of about 12,358 (254)

EFEK PERKUATAN GLASS FIBER REINFORCE POLYMER-SHEET PADA BALOK BETON BERTULANG DENGAN TULANGAN KOROSI

open access: yesTeras Jurnal: Jurnal Teknik Sipil, 2022
Abstrak  Artikel ini menyajikan tentang balok beton bertulang yang tulangannya telah korosi kemudian diberi perkuatan ekternal berupa serat glass tipe lembaran atau Glass Fiber reinforced Polymer-Sheet (GFRP-S).
Mufti Amir Sultan, Ridwan AR, Abdul Gaus
doaj   +1 more source

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

open access: yesMaterials, 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
Michael Rostami   +2 more
openaire   +2 more sources

Effect of main and NSM reinforcing materials on the behavior of the shear strengthened RC beams with NSM reinforced HSC layers and bars

open access: yesCase Studies in Construction Materials, 2023
It became common practice to utilize near-surface mounted (NSM) bars to improve the shear capacity of steel-reinforced concrete (RC) beams. Consequently, carbon fiber-reinforced polymer (FRP) is usually used to improve RC beams' shear performance ...
Ayman Abdo   +3 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

GFRP reinforced high performance glass–bolted joints: Concept and experimental characterisation [PDF]

open access: yesConstruction and Building Materials, 2021
This paper presents the results of an experimental investigation into the use of externally-bonded Glass Fibre Reinforced Polymer (GFRP) strips as a means of improving the load capacity and delayed failure characteristics of glass-bolted joints. The peak load and the failure behaviour of GFRP reinforced bolted joints in annealed, heat-strengthened and ...
Achintha, M., Zirbo, Tudor
openaire   +3 more sources

Shear Behavior of Concrete Beams Reinforced with GFRP Shear Reinforcement [PDF]

open access: yesInternational Journal of Polymer Science, 2015
This paper presents the shear capacities of concrete beams reinforced with glass fiber reinforced polymer (GFRP) plates as shear reinforcement. To examine the shear performance, we manufactured and tested a total of eight specimens. Test variables included the GFRP strip-width-to-spacing ratio and type of opening array.
Kim, Heecheul   +3 more
openaire   +3 more sources

Effect of reinforcement on the response of continuous steel-concrete composite beams

open access: yesCase Studies in Construction Materials, 2022
This paper presents a comprehensive assessment on inelastic behavior of continuous steel-concrete composite (SCC) beams, focusing on the effect of reinforcement in slab.
Tiejiong Lou, Sishun Wu, Bo Chen
doaj   +1 more source

The shear strength of concrete beams hybrid-reinforced with GFRP bars and steel bars in main reinforcement without shear reinforcement

open access: yesCurved and Layered Structures, 2022
The investigation of the structural performance of reinforced concrete members in the construction process has become a critical issue for Hybrid GFRP bars with steel bars.
Shoeib Ata El-kareim   +3 more
doaj   +1 more source

Bond behavior of fiber reinforced polymer bars under direct pullout conditions [PDF]

open access: yes, 2004
This paper examines the behavior of Eurocrete fiber-reinforced polymer (FRP) bars (glass, carbon, aramid, and hybrid) in concrete under direct pullout conditions.
Cairns J.   +4 more
core   +1 more source

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