Ductility of Concrete Beams Reinforced with Both Fiber-Reinforced Polymer and Steel Tension Bars
Author:
Affiliation:
1. Department of Civil Engineering, Chulalongkorn University, 254 Phayathai Road, Pathumwan, Bangkok 10330, Thailand.
2. Laboratory of Engineering for Maintenance System, Hokkaido University, Sapporo, Hokkaido Prefecture 060-0808, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/16/11/16_531/_pdf
Reference25 articles.
1. 1) ACI 440.1R-06, (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” Detroit: American Concrete Institute, USA.
2. 2) Aiello, M. A. and Ombres, L., (2002). “Structural performances of concrete beams with hybrid (Fiber-Reinforced Polymer-Steel) reinforcements.” Journal of Composites for Construction, 6(2), 133-140.
3. 3) ANSYS – Release Version 15.0, (2013). “A finite element computer software and user manual for nonlinear structural analysis.” Canonsburg, USA.
4. 4) Arafa, M. A. I., Zhishen W., Mohamed F. M. F. and Doaa K., (2015). “ Experimental study on cyclic response of concrete bridge columns reinforced by steel and basalt FRP reinforcements.” Journal of Composites for Construction, 20(3), 1-19.
5. 5) Bencardino, F., Condello, A. and Ombres L., (2016). “Numerical and analytical modeling of concrete beams with steel, FRP and hybrid FRP-steel reinforcements.” Composite Structures, 140, 53-65.
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