Effect of Carbon Nanotube-Modified Epoxy on the GFRP Confinement Performance of Concrete

Published: 7 April 2026| Version 4 | DOI: 10.17632/hvymkc4fjb.4
Contributor:
Ahmed Adan Mohamud

Description

This dataset contains experimental data from laboratory testing of GFRP-confined concrete specimens with carbon nanotube-modified epoxy. Data includes compressive strength results, stress-strain curves, confinement ratios, and specimen dimensions. Data was collected through uniaxial compression testing and can be used to validate analytical models for FRP-confined concrete.

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Steps to reproduce

Concrete cylinders were wrapped with GFRP sheets using carbon nanotube-modified epoxy. Specimens were cured at room temperature and tested under uniaxial compression following ASTM standards. Load and deformation data were recorded using a universal testing machine with data acquisition system.

Institutions

Categories

Civil Engineering, Structural Engineering, Composite Material, Nanoparticle, Carbon Nanotube

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