EFFECT OF END ANCHORAGE LENGTH AND STIRRUP RATIO ON BOND AND SHEAR CAPACITY OF CONCRETE BEAMS WITH NONMETALLIC REINFORCEMENT

This paper presents a study on the effect of end anchorage length and stirrup ratio on bond and shear capacity of concrete beams reinforced with Carbon Fiber Reinforced Polymer (CFRP) bars. This study was carried out using test data on nine simply supported reinforced concrete beams with stirrups. T...

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Bibliographic Details

Published in:	Journal of Engineering Science and Technology
Main Author:	RENDY THAMRIN
Format:	Article
Language:	English
Published:	Taylor's University 2016-06-01
Subjects:	bond and shear capacity reinforced concrete beams CFRP bar end anchorage length stirrup ratio
Online Access:	http://jestec.taylors.edu.my/Vol%2011%20issue%206%20June%202016/11_6_1.pdf