MATEC Web Conf.
Volume 175, 20182018 International Forum on Construction, Aviation and Environmental Engineering-Internet of Things (IFCAE-IOT 2018)
|Number of page(s)||4|
|Published online||02 July 2018|
Experimental Study on Anchorage Performance of Steel Bars with FRP Confined Rings
School of Civil Engineering, Shenyang Jianzhu University, 110168 Shenyang, China
2 Chengdu benchmark Building Design Co. LTD, Chengdu, 610000, China
3 Zhong Tian Construction Group, Huzhou, 313000, China
Corresponding author : aJinglong Li: email@example.com
In order to study the performance of reinforcement anchorage connection with FRP restrained ring, static tensile tests were carried out on 66 specimens, The main parameters considered in the test such as the diameter of steel bars, the diameter and thickness of the restraint ring, the strength of concrete and the length of anchorage. The result shows that the anchorage performance of the steel bar can still be guaranteed even if the anchorage length reaches 0.8la, There is no slip and local destruction phenomenon between FRP restraint ring and internal grouting material and peripheral concrete. The study conclusions also indirectly prove that the proposed technique is a reinforcement connection method for fabricated concrete structures with many good performances including the reliable performance, simple construction process and good economic benefit, which is suitable for construction industrialization of prefabricated reinforced concrete structures..
© The Authors, published by EDP Sciences 2018
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