Year

2013

Degree Name

Master of engineering (research)

Department

School of Civil, Mining & Environmental Engineering

Abstract

The present study deals with strengthening hollow core reinforced concrete (RC) columns and beams using external wrapping of Carbon fiber reinforced polymer (CFRP). The effects of fiber orientation of CFRP sheets on the axial load capacity of the columns and the shear capacity of the beams are the main parameters investigated from this study.

Share

COinS