Mobile QR Code QR CODE
Export citation EndNote

References

1 
Ashour A. F., El-Refaie S. A., Garrity S. W., 2004, Flexural Strengthening of RC Continuous Beams Using CFRP Laminates, Cement and Concrete Composites, Vol. 26, No. 7, pp. 765-775DOI
2 
20014, ASTM D3039/D3039M-14 Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials, West Conshohocken, PA; ASTM International.Google Search
3 
Chen G. M., Chen J. F., Teng J. G., 2012, On the Finite Element Modelling of RC Beams Shear-strengthened with FRP, Construction and Building Materials, Vol. 32, pp. 13-26DOI
4 
Cheng P., Gong X. J., Aivazzadeh S., Xiao X., 2014, Experimental Observation of Tensile Behavior of Patch Repaired Composites, Polymer Testing, Vol. 34, pp. 146-154DOI
5 
Dong J., Wang Q., Guan Z., 2013, Structural Behaviour of RC Beams with External Flexural and Flexural-shear Strengthening by FRP Sheets, Composites: Part B, Vol. 44, No. 1, pp. 604-612DOI
6 
Ju H., Han S. J., Cho H. C., Lee D. H., Kim K. S., 2016, Flexural Performance of Slabs Strengthened by Fiber-reinforced Polymer Sheet with Hydrophilic Epoxy (In Korean), Journal of the Korea Concrete Institute, Vol. 28, No. 1, pp. 85-94DOI
7 
Khalifa A. M., 2016, Flexural Performance of RC Beams Strengthened with Near Surface Mounted CFRP Strips, Alexandria Engineering Journal, Vol. 55, No. 2, pp. 1497-1505DOI
8 
Khalifa A., Nanni A., 2002, Rehabilitation of Rectangular Simply Supported RC Beams with Shear Deficiencies Using CFRP Composites, Construction and Building Materials, Vol. 16, No. 3, pp. 135-146DOI
9 
Kim C., 2018, Performance of Reinforced Concrete Beams Strengthened with Bi-directional CFRP Strips, Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 22, No. 6, pp. 30-36DOI
10 
Kim J. S., Seo H. S., Lim J. H., Kwon M. H., 2014, An Performance Evaluation of Seismic Retrofitted Column Using FRP Composite Reinforcement for Rapid Retrofitting (In Korean), Journal of the Korea Concrete Institute, Vol. 26, No. 1, pp. 47-55DOI
11 
Kim Y. G., 2016, Evaluation of Shear Behavior of Beams Strengthened in Shear with Carbon Fiber Reinforced Polymer with Mohr’s Circle (In Korean), Journal of the Korea Concrete Institute, Vol. 28, No. 5, pp. 527-534DOI
12 
Kim Y. G., 2019, Study on Strain Response Converted from Deformation in Tensile Test of Carbon Fiber Reinforced Polymers (CFRP) (In Korean), Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 23, No. 4, pp. 137-144DOI
13 
Na W., Lee G., Sung M., Han H. N., Yu W.-R., 2017, Prediction of the Tensile Strength of Unidirectional Carbon Fiber Composites Considereing the Interfacial Shear Strength, Composite Structures, Vol. 168, pp. 92-103DOI
14 
Okabe T., Ishii K., Nishikawa M., Takeda N., 2010, Prediction of Tensile Strength of Unidirectional CFRP Composites, Advanced Composite Materials, Vol. 19, No. 3, pp. 229-241DOI
15 
Shekarchi W. A., Ghannoum W. M., Jirsa J. O., 2018, Use of Anchored Carbon Fiber-reinforced Polymer Strips for Shear Strengthening of Large Girders, ACI Structural Journal, Vol. 115, No. 1, pp. 281-291Google Search
16 
Taniguchi N., Nishiwaki T., Kawada H., 2007, Tensile Strength of Unidirectional CFRP Laminate under High Strain Rate, Advanced Composite Materials, Vol. 16, No. 2, pp. 167-180DOI
17 
Zhang X., Hao H., Shi Y., Cui J., Zhang X., 2016, Static and Dynamic Material Properties of CFRP Epoxy Laminates, Construction and Building Materials, Vol. 114, pp. 638-649DOI