International Journal of Advanced Technology in Civil Engineering


Over the past decade, research has shown that fiber reinforced polymers (FRP’s) can be efficiently, economically and safely be used for strengthening and rehabilitation of reinforced concrete RC structures. However little is known about the behaviour of FRP materials, at high temperature and this is a primary factor limiting the widespread application of FRP materials in buildings, parking garages and industrial structures. This paper presents the results of a numerical program to investigate the fire performance of FRP wrapped confined RC columns. The primary objective of this research paper is -: to develop numerical models to simulate the behavior in fire of these members; to investigate techniques to improve their behavior in fire; and to use data from numerical studies to provide fire design guidance. A numerical model is presented which is capable of predicting the thermal and structural response of FRP wrapped confined RC columns under exposure to standard fire.





To view the content in your browser, please download Adobe Reader or, alternately,
you may Download the file to your hard drive.

NOTE: The latest versions of Adobe Reader do not support viewing PDF files within Firefox on Mac OS and if you are using a modern (Intel) Mac, there is no official plugin for viewing PDF files within the browser window.