Mobile QR Code QR CODE
Export citation EndNote

References

1 
Afifi, M. Z., Mohamed, H. M., and Benmokrane, B. (2014) Strength and Axial Behavior of Circular Concrete Columns Reinforced with CFRP Bars and Spirals. Journal of Composites for Construction 18(2). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000430DOI
2 
Aljazaeri, Z., Alghazali, H. H., and Myers, J. J. (2020) Effectiveness of Using Carbon Fiber Grid Systems in Reinforced Two- way Concrete Slab System. ACI Structural Journal 117(2), 81-89. 10.14359/51720198.DOI
3 
Cao, X., Chen, Y., Wang, H., Cheng, C., Zhou, X., Zhang, H., Kim, S. E., and Kong, Z. (2023) Experimental and Numerical Investigation of 800 MPa HSS welded T-section Column Strengthened with CFRP. Thin-Walled Structures 184. 10.1016/j.tws.2022.110510.DOI
4 
CEB (2010) CEP-FIP Model Code 2010. Lausanne, Switzerland; International Federation for Structural Concrete (fib), Comite Euro-International du Beton (CEB).URL
5 
Chin, S. C., and Shafiq, N. (2012). Strengthening of RC Beams with Large Openings in Shear by CFRP Laminates: Experiment and 2D Nonlinear Finite Element Analysis. Research Journal of Applied Sciences, Engineering and Technology 4(9), 1172-1180.URL
6 
Choi, S. Y., Hong, S. C., Park, S. K., and Jeong, S. W. (2022) Effects of Diameter-to-thickness Ratio on Impact Energy Absorption Capability of CFRP Cylindrical Crash Box. International Journal of Automotive Technology 23(6), 1663- 1671. 10.1007/s12239-022-0144-5.DOI
7 
Erfan, A. M., Abd Elnaby, R. M., Aziz Badr, A., and El-sayed, T. A. (2021) Flexural Behavior of HSC One Way Slabs Reinforced with Basalt FRP Bars. Case Studies in Construction Materials 14. 10.1016/J.CSCM.2021.E00513.DOI
8 
Fiedler, B., Hojo, M., Ochiai, S., Schulte, K., and Ochi, M. (2001) Finite-element Modeling of Initial Matrix Failure in CFRP under Static Transverse Tensile Load. Composites Science and Technology 61(1), 95-105. 10.1016/S0266-3538(00)00198-6.DOI
9 
Garcez et al. 2022;DOI
10 
Higuchi, R., Aoki, R., Yokozeki, T. and Okabe, T. (2020) Evaluation of the In-situ Damage and Strength Properties of Thin- ply CFRP Laminates by Micro-scale Finite Element Analysis. Advanced Composite Materials 29(5), 475-493. 10.1080/09243046.2020.1740867.DOI
11 
Ibrahim. A. M., and Salman, W. D. (2009) Finite Element Analysis of Reinforced Concrete Beams Strengthened with CFRP in Flexural. Diyala Journal of Engineering Sciences 02(02). https://www.iasj.net/iasj/download/7d92e70202d6b45c.URL
12 
Jawdhari, A., and Harik, I. (2018) Finite Element Analysis of RC Beams Strengthened in Flexure with CFRP Rod Panels. Construction and Building Materials 163, 751-766.DOI
13 
Kim, J.-S., Jeong, S.-M., Kim, H.-J., Kim, Y.-J., and Park, S.-G. (2022) Bond Strength Properties of CFRP Bars according to W/C Ratios and Diameters of the CFRP. Journal of the Korea Concrete Institute 34(6), 675-680.DOI
14 
Kim, K. M., and Cheon, J. H. (2022) Flexural Behavior of One- Way Slab Reinforced with Grid-Type Carbon Fiber Reinforced Plastics of Various Geometric and Physical Properties. Applied Sciences (Switzerland, 12(23). 10.3390/app122312 491.DOI
15 
Ouria, A., Toufigh, V., Desai, C., Toufigh, V., and Saadatmanesh, H. (2016) Finite Element Analysis of a CFRP Reinforced Retaining Wall. Civil and Architectural Engineering and Mechanics 18(6), 757-774. 10.12989/gae.2016.10.6.757.DOI
16 
Parvin, A., and Wang, W. (2002) Concrete Columns Confined by Fiber Composite Wraps under Combined Axial and Cyclic Lateral Loads. Composite Structures 58(4), 539-549. 10.1016/S0263-8223(02)00163-0.DOI
17 
Peng, S., Xu, C., Lu, M., and Yang, J. (2018) Experimental Research and Finite Element Analysis on Seismic Behavior of CFRP-Strengthened Seismic-Damaged Composite Steel- Concrete Frame Columns. Engineering Structures 155, 50-60. 10.1016/j.engstruct.2017.10.065.DOI
18 
Puurula, A. M., Enochsson, O., Sas, G., Blanksvärd, T., Ohlsson, U., Bernspång, L., Täljsten, B., Carolin, A., Paulsson, B., and Elfgren, L. (2015) Assessment of the Strengthening of an RC Railway Bridge with CFRP Utilizing a Full-scale Failure Test and Finite-element Analysis. Journal of Structural Engineering 141(1). 10.1061/(ASCE)ST.1943-541X.0001116.DOI
19 
Shill, S. K., Garcez, E. O., Al-Ameri, R., and Subhani, M. (2022) Performance of Two-Way Concrete Slabs Reinforced with Basalt and Carbon FRP Rebars. Journal of Composites Science 6(3), 74. 10.3390/JCS6030074.DOI
20 
Simulia (2017) Abaqus 6.11 Theory Manual. Providence, RI, USA: DS SIMULIA Corp.URL
21 
Szczecina, M., and Winnicki, A. (2015) Calibration of the CDP Model Parameters in Abaqus. Berkeley, California, USA; Structures and Materials Research, Department of Civil Engineering Series 100, University of California.URL
22 
Yoo, S. W., and Choo, J. F. (2022) Behavior of CFRP-reinforced Concrete Columns at Elevated Temperatures. Construction and Building Materials 358. 10.1016/j.conbuildmat.2022.129425.DOI
23 
Zhang, D., Wang, H., Burks, A. R., and Cong, W. (2020) Delamination in Rotary Ultrasonic Machining of CFRP Composites: Finite Element Analysis and Experimental Implementation. International Journal of Advanced Manufacturing Technology 107(9-10), 3847-3858. 10.1007/S00170-020-05310-0.DOI
24 
Zhao, Q., Zhao, J., Dang, J. T., Chen, J. W., and Shen, F. Q. (2019) Experimental Investigation of Shear Walls Using Carbon Fiber Reinforced Polymer Bars under Cyclic Lateral Loading. Engineering Structures 191. 10.1016/j.engstruct.2019.04.052.DOI