Author

Ayuddin

Subject

- Teknik

Abstract

The Carbon Fibre Reinforced Polymer (CFRP) have been increasingly used in concrete construction as the confinement of RC columns. The purpose of this program is to investigate the effect of CFRP material as external reinforcement. Compressive strength analysis is done by creating several column interaction diagram in order to describe the column interaction diagram that does not have confinement, column confined with transverse reinforcement, column confined with transverse reinforcement and CFRP tensile, and interaction diagrams for columns confined with transverse reinforcement and the CFRP tensile-compressive. Analytical results obtained from the increase in maximum compressive axial force between the column that are not confined to the column confined with transverse reinforcement is 16.75 %, the column that are not confined to the column confined with transverse reinforcement and CFRP tensile is 64.61 %, and the column that are not confined to the column confined with transverse reinforcement and CFRP tensile-compressive is 92.74 %. This analysis indicate that the effect of CFRP confinement can increase the strength significantly.

Publisher

International Journal of Civil & Environmental Engineering

Contributor

-

Publish

2012

Material Type

MAKALAH

Right

-