Behaviors of Void Slab with GFRP Reinforcement

Seung Hun Kim

doi:10.4028/www.scientific.net/AMM.166-169.1756

Paper Titles

The Flexural Performance of Pre-Damaged Reinforced Concrete Beam Strengthened with CFRP in Seawater Environment
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Research on Restoring Force Model of High Strength Concrete-Filled Steel Tubular Columns
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Study on Stress Increment of Externally Strengthened Prestressed Box Beams
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Behaviors of Void Slab with GFRP Reinforcement
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Design Method and Research of Adding Layers and Reinforcement of a Steel Structure
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Bond of Corroded Reinforcement in Concrete Wrapped with CFRP
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FEM Analysis on the Fatigue Properties of Reinforced Concrete Beams Strengthened with CFRP
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Behaviors of Void Slab with GFRP Reinforcement

Behaviors of Void Slab with GFRP Reinforcement

Abstract:

Use of hollow material in slab can reduce self-weight and deflection than solid slab with GFRP reinforcement. In this study, bending tests were carried out to evaluate the bending performance of void slabs with GFRP reinforcements. Test results showed that bearing capacity at the compression zone seriously affected the ultimate bending strength of void flexural members. For a design of the void flexural members with GFRP bars, it needs to use the higher concrete strength and to arrange the void foams considering of the crushing failure and distribution of strains and stresses.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

1756-1759

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.1756

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Online since:

May 2012

Authors:

Seung Hun Kim

Keywords:

Crushing Failure, Flexural Strength, Glass Fiber Reinforced Polymer (GFRP), Hollow, Void Slab

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References

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DOI: 10.4028/www.scientific.net/kem.452-453.61

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