# Development of Analytical Model for Bonding of CFRP Rod in Concrete Subjected to Cyclic Loads
## 10 Conclusions
_Guide Test Methods for Fiber-Reinforced Polymers (FRPs) for Reinforcing or Strengthening Concrete Structures_; Reported by ACI Committee 440; American Concrete Institute: Farmington Hills, MI, USA, 2004. * [PERSON] et al. (2006) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars. 2006. Available online: [[http://bisakgroup.com/wp-content/uploads/2018/07/440.1R-06-Guide-for-the-Design-and-Construction-of-Structural-Concrete-Reinforced-with-FRP-Bars.pdf](http://bisakgroup.com/wp-content/uploads/2018/07/440.1R-06-Guide-for-the-Design-and-Construction-of-Structural-Concrete-Reinforced-with-FRP-Bars.pdf)]([http://bisakgroup.com/wp-content/uploads/2018/07/440.1R-06-Guide-for-the-Design-and-Construction-of-Structural-Concrete-Reinforced-with-FRP-Bars.pdf](http://bisakgroup.com/wp-content/uploads/2018/07/440.1R-06-Guide-for-the-Design-and-Construction-of-Structural-Concrete-Reinforced-with-FRP-Bars.pdf)) (accessed on 10 October 2021). * [PERSON] and [PERSON] (2015) [PERSON]; [PERSON]; [PERSON] Experimental bond behaviour of deformed CFRP rebars in high strength concrete. In Proceedings of the Concrete--Innovation and Design: FIB Symposium Proceedings, Copenhagen, Denmark, 18-20 May 2015; pp. 283-284. * BS (2002)_BS 5328 Part 2_; Concrete Part 2: Methods for Specifying Concrete Mixes. British Standards Institution: Nottingham, UK, 2002. * ASTM (2006)_ASTM 820_; Standard Specification for Steel Fibers for Fiber-Reinforced Concrete ASTM820/ASTM820M-11. ASTM International: West Conshohocken, PA, USA, 2006. * BS (2013)_BS EN14889_; Ophthalmic Optics. Spectacle Lenses. Fundamental Requirements for Uncut Finished Lenses. British Standards Institution: London, UK, 2013. * [PERSON] et al. (2006) [PERSON]; [PERSON]; [PERSON] [PERSON]; [PERSON] [PERSON] Development of the mechanical properties of an Ultra-High Performance Fiber Reinforced Concrete (UHPFRC). _Cem. Concr. Res._**2006**, _36_, 1362-1370. [CrossRef]
* [PERSON] and [PERSON] (2017) [PERSON] [PERSON]; [PERSON], [PERSON] Influence of steel fiber content and aspect ratio on the uniaxial tensile and compressive behavior of ultra high performance concrete. _Constr. Build. Mater._**2017**, _153_, 790-806. [CrossRef]* (22) [PERSON] [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Simplified damage plasticity model for concrete. _Struct. Eng. Int._**2017**, _27_, 68-78. [CrossRef]
* (23) Applied Technology Council. _Guidelines for Cyclic Seismic Testing of Components of Steel Structures for Buildings_; Report No. ATC-24; Applied Technology Council: Redwood City, CA, USA, 1992. * (24) [PERSON] [PERSON]; [PERSON] [PERSON]; [PERSON] [PERSON]; [PERSON] [PERSON]; [PERSON] [PERSON]; [PERSON] [PERSON]; [PERSON] Standard Specifications for Concrete Structures-2007 by Japan Society of Civil Engineers. _Concr. J._**2008**, _46_, 3-14. [CrossRef] [PubMed]
* (25) RILEM, T.C. _RILEM Recommendations for the Testing and Use of Constructions Materials_; CRC Press: London, UK, 1994. * (26)_BS EN 12390: 2002_; Testing Hardened Concrete. Part 3, Compressive Strength of Test Specimens. BSI: London, UK, 2002. * (27) British Standards Institution. Testing Hardened Concrete. In _Part 3, Compressive Strength of Test Specimens_; British Standards Institution: London, UK, 2002. * (28) [PERSON] Size and shape effect of specimen on the compressive strength of HPLWFC reinforced with glass fibres. _J. King Saud Univ. Eng. Sci._**2017**, _29_, 373-380. [CrossRef]
* (29) [PERSON]; [PERSON]; [PERSON]. Mix design and properties assessment of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC). _Cem. Concr. Res._**2014**, _56_, 29-39. [CrossRef]
* (30) [PERSON]; [PERSON] Nonlinear 2D Finite-Element Modeling of RC Beams Strengthened with Prestressed NSM CFRP Reinforcement. _J. Compos. Constr._**2016**, _20_, 04016008. [CrossRef]
* (31) [PERSON]; [PERSON]; [PERSON]; [PERSON] [PERSON]; [PERSON]. Development of Constitutive Model for Precast Prestressed Concrete Segmental Columns. _Model. Simul.