Open Access
Issue |
E3S Web Conf.
Volume 347, 2022
2nd International Conference on Civil and Environmental Engineering (ICCEE 2022)
|
|
---|---|---|
Article Number | 01003 | |
Number of page(s) | 9 | |
Section | Infrastructure and Building Construction | |
DOI | https://doi.org/10.1051/e3sconf/202234701003 | |
Published online | 14 April 2022 |
- A. Nanni, A. De Luca, H. Zadeh, Reinforced Concrete with FRP Bars: Mechanics and Design, pp. 24-33, (2014) [Google Scholar]
- ACI Committee 440, ACI 440.1R-15 Guide for the design and construction of structural concrete reinforced with Fiber-Reinforced Polymer (FRP) bars, (2015) [Google Scholar]
- W. K. Feeser and V. L. Brown, Guide Examples for Design of Concrete Reinforced with FRP Bars, Proc. 7th Int. Symp. Fiber Reinf. Polym. Reinf. Concr. Struct. - FRPRCS-7, pp. 935–954, (2005) [Google Scholar]
- F. Abed and A. R. Alhafiz, Effect of basalt fibers on the flexural behavior of concrete beams reinforced with BFRP bars, Compos. Struct., vol. 215, pp. 23–34, (2019), doi: 10.1016/j.compstruct. [Google Scholar]
- C. Shield, On the Reliability of FRP Reinforced Concrete, Life Cycle Assess. Sustain. Infrastruct. Mater., pp. 1–10, (2009) [Google Scholar]
- ACI Committee 440, Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars (ACI 440.1R-06), American Concrete Institute, Farmington Hills, MI, 44 pp, (2006) [Google Scholar]
- B. Behnam and C. Eamon, Reliability-based design optimization of concrete flexural members reinforced with ductile FRP bars, Constr. Build. Mater., vol. 47, pp. 942–950, (2013) [CrossRef] [Google Scholar]
- D. Lau and H. J. Pam, Experimental study of hybrid FRP reinforced concrete beams, Eng. Struct., vol. 32, no. 12, pp. 3857–3865, (2010), doi:0.1016/j.engstruct.2010.08.028. [CrossRef] [Google Scholar]
- H. A. Toutanji and M. Saafi, Flexural behavior of concrete beams reinforced with glass fiber-reinforced polymer (GFRP) bars, ACI Struct. J., vol. 97, no. 5, pp. 712–719, (2000), doi: 10.14359/8806. [Google Scholar]
- A. Michele Theriaule and Brahim Benmokrane, Effects of Frp Reinforcement Ratio and Concrete Strength, J. Compos. Constr., vol. 2, no. February, pp. 7–16, (1998) [Google Scholar]
- C. Kassem, A. S. Farghaly, and B. Benmokrane, Evaluation of Flexural Behavior and Serviceability Performance of Concrete Beams Reinforced with FRP Bars, J. Compos. Constr., vol. 15, no. 5, pp. 682–695, (2011), doi: 10.1061/(asce)cc.1943-5614.0000216. [CrossRef] [Google Scholar]
- B. Benmokrane, O. Chaallal, and R. Masmoudi, “Glass fibre reinforced plastic (GFRP) rebars for concrete structures,” Constr. Build. Mater., vol. 9, no. 6, pp. 353–364, (1995), doi:10.1016/0950-0618(95)00048-8. [CrossRef] [Google Scholar]
- M. Ashour, Ashraf F.; Family, Tests of concrete flanged beams reinforced with CFRP bars, Mag. Concr. Res., vol. 58, no. 9, pp. 627–639, (2006), doi: 10.1093/bjsw/bcs140. [CrossRef] [Google Scholar]
- E. G. Nawy, Flexural behavior of concrete beams reinforced with deformed fiber reinforced plastic reinforcing rods. Paper by Radhouane Masmoudi, Michèle Thériault, and Brahim Benmokrane, ACI Struct. J., vol. 96, no. 5, p. 875, (1999) [Google Scholar]
- C. Barris, L. Torres, A. Turon, M. Baena, and A. Catalan, An experimental study of the flexural behaviour of GFRP RC beams and comparison with prediction models, Compos. Struct., vol. 91, no. 3, pp. 286–295, (2009), doi: 10.1016/j.compstruct.2009.05.005. [CrossRef] [Google Scholar]
- A. F. Ashour and M. N. Habeeb, Continuous concrete beams reinforced with CFRP bars, Proc. Inst. Civ. Eng. Struct. Build., vol. 161, no. 6, pp. 349–357, (2008), doi: 10.1680/stbu.2008.161.6.349. [CrossRef] [Google Scholar]
- M. El-Mogy, A. El-Ragaby, and E. El-Salakawy, Flexural Behavior of Continuous FRPReinforced Concrete Beams, J. Compos. Constr., vol. 14, no. 6, pp. 669–680, (2010), doi: 10.1061/(asce)cc.1943-5614.0000140. [CrossRef] [Google Scholar]
- G. Thiagarajan, “Experimental and Analytical Behavior of Carbon Fiber-Based Rods as Flexural Reinforcement,” J. Compos. Constr., vol. 7, no. 1, pp. 64–72, (2003), doi: 10.1061/(asce)1090-0268(2003)7:1(64). [CrossRef] [Google Scholar]
- B. Benmokrane, O. Chaallal, and R. Masmoudi, Flexural response of concrete beams reinforced with FRP reinforcing bars, ACI Struct. J., vol. 93, no. 1, pp. 46–55, (1996), doi: 10.14359/9839. [Google Scholar]
- V. L. Brown and C. L. Bartholomew, FRP reinforcing bars in reinforced concrete members, ACI Mater. J., vol. 90, no. 1, pp. 34–39, (1993), doi: 10.14359/4034. [Google Scholar]
- M. Pecce, G. Manfredi, and E. Cosenza, Closure to ‘Experimental Response and Code Models of GFRP RC Beams in Bending’ by M. Pecce, G. Manfredi, and E. Cosenza, J. Compos. Constr., vol. 6, no. 1, pp. 71–71, (2002), doi: 10.1061/(asce)1090-0268(2002)6:1(71). [Google Scholar]
- M. Goldston, A. Remennikov, and M. N. Sheikh, Experimental investigation of the behaviour of concrete beams reinforced with GFRP bars under static and impact loading, Eng. Struct., vol. 113, pp. 220–232, 2016, doi: 10.1016/j.engstruct.2016.01.044. [CrossRef] [Google Scholar]
- X. Liu, Y. Sun, and T. Wu, Flexural capacity and deflection of fiber-reinforced lightweight aggregate concrete beams reinforced with GFRP bars, Sensors (Switzerland), vol. 19, no. 4, (2019), doi: 10.3390/s19040873. [Google Scholar]
- M. N. Habeeb, Flexural behaviour of continuously supported FRP reinforced concrete beams, Doctoral dissertation, University of Bradford, (2021) [Google Scholar]
- Yost, J. R., Goodspeed, C. H., & Schmeckpeper, E. R., Flexural performance of concrete beams reinforced with FRP grids. Journal of composites for construction, 5, 1, 18-25, (2001) [CrossRef] [Google Scholar]
- Ashour, A. F., & Family, M., Tests of concrete flanged beams reinforced with CFRP bars. Magazine of Concrete Research, 58, 9, 627-639, (2006) [CrossRef] [Google Scholar]
- Ovitigala, T., Structural behavior of concrete beams reinforced with basalt fiber reinforced polymer (BFRP) bars, Doctoral dissertation, University of Illinois at Chicago, (2012) [Google Scholar]
- Mahmoud, K. A. A., Shear behaviour of continuous concrete beams reinforced with GFRP bars, Doctoral dissertation University of Manitoba, (2015) [Google Scholar]
- Alsayed, S. H., Al-Salloum, Y. A., & Almusallam, T. H., Performance of glass fiber reinforced plastic bars as a reinforcing material for concrete structures, Composites Part B: Engineering, 31, 6-7, 555-567, (2000) [CrossRef] [Google Scholar]
- Alsayed, S. H., Flexural behaviour of concrete beams reinforced with GFRP bars. Cement and Concrete Composites, 20, 1, 1-11, (1998) [CrossRef] [Google Scholar]
- Aiello, M. A., & Ombres, L., Load-deflection analysis of FRP reinforced concrete flexural members, Journal of Composites for Construction, 4, 4, 164-171, (2000) [CrossRef] [Google Scholar]
- Duranovic, N., Pilakoutas, K., & Waldron, P., Tests on concrete beams reinforced with glass fibre reinforced plastic bars, Non-metallic (FRP) reinforcement for concrete structure, 2, 479-486, (1997) [Google Scholar]
- A. S. Nowak and M. Szerszen, Calibration of design code for buildings (ACI 318): Part 1 - Statistical Models for Resistance, ACI Struct. J., 100, 3, pp. 377–382, (2013) [Google Scholar]
- H. Baji and H. R. Ronagh, Statistical analysis of the concrete rectangular stress block parameters, 2013 World Congr. Adv. Struct. Eng. Mech. Korea, 9, pp. 3895–3909 (2015) [Google Scholar]
- S. N. Kulkarni, Calibration of Flexural Design of Concrete Members Reinforced with FRP Bars, Thesis, no. May, (2006) [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.