18 results with keyword: 'concrete slabs reinforced with gfrp bars'
S1 Solid concrete slab reinforced with GFRP bars S2 Hollow concrete slabs reinforced with GFRP bars S3 Slab reinforced with CRS and GFRP bars S4 Slab reinforced with
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Other parameters that influence the bond strength are chemical bond, mechanical interlocking of FRP reinforcement and concrete, hydrostatic pressure against the
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Shear Strength of Concrete Beams Reinforced with Glass Fibre Reinforced Polymer (GFRP)
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In addition, two continuous concrete beams reinforced with either GFRP or steel bars, one simply supported beam reinforced with GFRP bars and two simply supported beams
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The performance of the high strength two-way slabs reinforced with GFRP in terms of ultimate load, crack pattern and width, type of failure, concrete strain, GFRP
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The cracking and failure loads were affected by changing the concret compressive strength of concrete mix. Where the slabs with higher concrete compressive strength had an
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behavior of the hollow concrete columns reinforced with GFRP bars and spirals. This
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The influence of a hollow concrete core in a precast concrete slab reinforced with GFRP bars was evaluated by comparing the behaviour of slabs S1 and S2; the results indicated that
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This paper presents a comparison of the experimental results with those predicted by the ACI 440 code in terms of; measured cracking moment, load- deflection
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or OPC concrete columns fully reinforced with GFRP bars and stirrups.. The variability was
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The lightweight foamed concrete beam reinforced with GFRP bars showed deflection and crack width greater than in beam reinforced with steel bars due to the low modulus
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The GFRP-reinforced geopolymer concrete (GFRP-RGC) beams yielded higher flexural strength than both steel-reinforced geopolymer concrete (S-RGC) and GFRP- reinforced concrete
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An experimental program using concrete columns reinforced with GFRP bars was designed to examine the effect GFRP bars has on the compressive strength and failure mode of
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However, the failure of the GFRP-RC specimens under concentric loads was due to the rupture of the GFRP helices and CFRP sheets followed by buckling and fracturing of the
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Experimental investigation of the behaviour of concrete beams reinforced with GFRP bars under static and impact loading..
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Mendis, "Evaluation Of The Flexural Strength And Serviceability Of Geopolymer Concrete Beams Reinforced With Glass-Fibre-Reinforced Polymer (GFRP) Bars"
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• The proposed model of computational nonlinear finite element (ABAQUS) predicted the behaviour of GFRP reinforced concrete flat slab under concentric load in terms
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It can be further interpreted that for 4 reinforced concrete beams of 10m length each reinforced with GFRP, CFRP, AFRP and steel bars respectively,
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