Axial and Flexural Strength of Square RC Columns with No-rounded Corners Wrapped with CFRP under Eccentric Loading

This paper presents the results of a study on the axial and flexural strength of reinforced concrete (RC) columns with no-rounded corners wrapped with Carbon Fiber Reinforced Polymer (CFRP) under eccentric loading based on an experimental program. The main parameters under investigation are the numb...

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Bibliographic Details
Main Authors: Ade Lisantono, Purwanelson Pinang
Format: Article
Language:English
Published: Taiwan Association of Engineering and Technology Innovation 2018-01-01
Series:International Journal of Engineering and Technology Innovation
Subjects:
Online Access:http://ojs.imeti.org/index.php/IJETI/article/view/424