Results 71 to 80 of about 1,206 (184)

Construction and field tests of jointed reinforced concrete pavement made of sea sand concrete and GFRP reinforcement

open access: yesCase Studies in Construction Materials
The utilization of sea-sand concrete (SSC) reinforced with glass fiber reinforced polymer (GFRP) bars presents a viable solution to address both the scarcity of river sand resources and the corrosion susceptibility of conventional steel reinforcement in ...
Xi Wu   +3 more
doaj   +1 more source

Behavior of R.C. Columns Strengthened by CFRP Sheets Reinforced Partially by GFRP Bars

open access: yesTikrit Journal of Engineering Sciences
This paper presents results obtained from the tests to investigate the behavior of column specimens’ reinforcement by partially and fully GFRP bars and strengthened by CFRP sheets subjected to concentric and eccentrically applied loading.
Mohammed S. Irhayyim   +2 more
doaj   +1 more source

Structural Behavior of High-Strength Concrete Slabs Reinforced with GFRP Bars. [PDF]

open access: yesPolymers (Basel), 2021
Adam MA   +3 more
europepmc   +1 more source

Properties of GFRP Bars Subjected to High Temperature

open access: yesEngineering, Technology & Applied Science Research
This study evaluates the properties of Glass Fiber Reinforced Polymer (GFRP) bars exposed to high temperatures. An experimental program was carried out, which investigated 30 samples burned at different temperatures, 300 °C, 500 °C, and 700 °C, and compared them with additional unburned samples.
Maan Hatam Saeed   +1 more
openaire   +1 more source

Creep investigation of GFRP RC Beams - Part A : Literature review and experimental Study

open access: yesJournal of Materials and Engineering Structures, 2014
GFRP composite bars are excellent alternative to steel bars for reinforcing concrete structures in severe environments. However, studies on creep phenomenon of GFRP reinforced concrete structures are limited.
masmoudi abdelmonem   +3 more
doaj  

Preventing Plastic-Shrinkage Cracks in GFRP-Bar Reinforced Concrete Using Fibers

open access: yesInternational Journal of Concrete Structures and Materials
Large horizontal concrete elements are susceptible to premature cracking due to environmental effects. The ASTM C1579 bottom-restraining technique cannot reliably induce controlled cracking.
Abidemi Bashiru Folorunsho   +4 more
doaj   +1 more source

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