The analysis of beam reinforced with FRP bars in bending

被引：10
|
作者：
Brozda, Kinga [1 ]
Selejdak, Jacek [1 ]
Kotes, Peter [2 ]
机构：
[1] Czestochowa Tech Univ, Fac Civil Engn, Akad 3, PL-42200 Czestochowa, Poland
[2] Univ Zilina, Civil Engn Fac, Univ 8215-1, Zilina 01026, Slovakia
来源：
12TH INTERNATIONAL SCIENTIFIC CONFERENCE OF YOUNG SCIENTISTS ON SUSTAINABLE, MODERN AND SAFE TRANSPORT | 2017年 / 192卷
关键词：
flexural strength; long-term deflection; bent beam; FRP reinforcement; calculation procedures;
D O I：
10.1016/j.proeng.2017.06.011
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The paper presents the computational analysis of static behavior of simply supported beam reinforced with FRP (Fiber Reinforced Polymers) bars. The available calculation procedures and design assumptions were listed. The design of FRP reinforcement procedures for flexural strength and long-term deflection according to American (ACI 440.1R-06) guidelines were analyzed. Moreover, the analysis of computations of simply supported beam reinforced with CFRP (Carbon Fiber Reinforced Polymers), AFRP (Aramid Fiber Reinforced Polymers) and GFRP (Glass Fiber Reinforced Polymers) bars based on American guidelines were done and compared. The differences between obtained properties dependent on various types of reinforcement were identified. (C) 2017 Published by Elsevier Ltd.
引用
收藏
页码：64 / 68
页数：5
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