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Performance of hollow core square reinforced concrete members wrapped with CFRP with different fiber orientations under static loading

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posted on 2024-11-11, 18:43 authored by Duy Tan Le
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.

History

Year

2013

Thesis type

  • Masters thesis

Faculty/School

School of Civil, Mining and Environmental Engineering

Language

English

Disclaimer

Unless otherwise indicated, the views expressed in this thesis are those of the author and do not necessarily represent the views of the University of Wollongong.

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    Keywords

    Square columnshollow sectionCFRPfiber orientation

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    Copyright - All rights reserved

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