Experimental Investigation for Secant Stiffness and Energy-Dissipating Capacity Improvement Results of the RC Column Reinforced by AFL

被引：0
|
作者：
Zou Youlin [1 ]
Huang Peiyan [1 ]
机构：
[1] S China Univ Technol, Sch Civil & Transportat Engn, Guangzhou 510640, Guangdong, Peoples R China
来源：
MATERIALS SCIENCE, CIVIL ENGINEERING AND ARCHITECTURE SCIENCE, MECHANICAL ENGINEERING AND MANUFACTURING TECHNOLOGY, PTS 1 AND 2 | 2014年 / 488-489卷
关键词：
Aramid Fiber Laminate (AFL); Reinforced Concrete (RC) column; quasi-static test; seismic performance;
D O I：
10.4028/www.scientific.net/AMM.488-489.501
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Select CA-0-J-1 of RC column reinforced by AFL, and un-reinforced CA-0-1 of RC column, respectively perform the low reversed cyclic loading quasi-static contrast test; collate data of experimental results about these two columns, analyze the changes such as fracture morphology, bearing capacity, secant stiffness and energy-dissipating capacity damage of RC columns before and after reinforcement, adopt calculation and Origin software to fit mathematical equations and work out functional relationships between secant stiffness and lateral rate, as well as between energy-dissipating capacity and lateral displacement rate.
引用
收藏
页码：501 / 504
页数：4
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