A Study on the Creep behavior of FRP beam-strengthened RC beams

被引：0
|
作者：
Kim, Il-Heon [1 ]
Choi, Yeol [1 ]
Hong, Won-Hwa [1 ]
Lee, Hyoung-Ju [1 ]
机构：
[1] Kyungpook Natl Univ, Sch Architecture, Taegu 702701, South Korea
来源：
PROCEEDINGS OF THE 2016 INTERNATIONAL CONFERENCE ON ADVANCED MATERIALS SCIENCE AND ENVIRONMENTAL ENGINEERING | 2016年 / 52卷
关键词：
creep; FRP beam; RC beams; long-term deflection; time-dependent factor; CONCRETE BEAMS;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
This paper presents the results of creep behavior experimental testing of FRP beam-strengthened concrete (RC) beams subjected to two different sustained loads. The specimen had dimensions of 400 mm(W) x 600 mm(D) x 6,000 mm(L) were used with or without externally strengthened FRP beam. Test results showed that additional long-term deflection from ACI equation for RC beams did not comply with the long-term deflection of RC beam strengthened with FRP beam.
引用
收藏
页码：122 / 125
页数：4
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