AI-Zaid et al., (2014Al-Zaid, R. A., El-Sayed, A. K., Al-Negheimish, A. I., Shuraim, A. B., Alhozaimy, A. M., (2014). Strengthening of structurally damaged wide shallow RC beams using externally bonded CFRP plates. Latin American Journal of Solids and Structures, 11(6), 946-965.) |
1 |
B-0.6-0 |
253.80 |
233.44 |
202.06 |
66.68 |
225.67 |
266.73 |
2 |
B-0.3-0 |
174.20 |
165.03 |
183.09 |
66.68 |
165.64 |
177.36 |
Aram et al., (2009Aram, M. R., Czaderski, C., Motavalli, M., (2009). Debonding failure modes of flexural FRP-strengthened RC beams. Composites Part B Engineering, 39(5), 826-841.) |
3 |
B3 |
31.40 |
34.35 |
30.13 |
77.35 |
21.76 |
26.71 |
4 |
B4 |
29.20 |
32.32 |
33.30 |
77.35 |
45.94 |
27.70 |
Arduini et al. (1997Arduini, M., Di Tommaso, A., and Nanni, A. (1997). Brittle failure in FRP plate and sheet bonded beams. ACI Structural Journal, 94(4), 363-370.) |
5 |
SM2 |
134.00 |
194.81 |
192.14 |
248.74 |
178.24 |
149.82 |
6 |
SM3 |
110.00 |
194.81 |
192.14 |
248.74 |
178.24 |
149.82 |
7 |
SM4 |
156.00 |
194.81 |
192.14 |
285.38 |
178.24 |
149.82 |
8 |
SM5 |
123.00 |
125.24 |
123.86 |
285.38 |
122.41 |
123.67 |
9 |
MM2 |
152.00 |
173.31 |
172.11 |
624.12 |
180.58 |
168.60 |
10 |
MM3 |
134.00 |
173.31 |
172.11 |
624.12 |
180.58 |
156.60 |
Beber et al., (1999Beber, A. J., Campos Filho, A., Campagnolo, J. L., (1999). Flexural strengthening of R/C beams with CFRP sheets. Structural faults and repair,99.) |
11 |
VR5 |
102.20 |
101.56 |
96.51 |
713.92 |
86.68 |
91.30 |
12 |
VR6 |
100.60 |
101.56 |
96.51 |
54.58 |
86.68 |
91.30 |
13 |
VR7 |
124.20 |
124.25 |
111.61 |
54.58 |
123.05 |
112.82 |
14 |
VR8 |
124.00 |
124.25 |
111.61 |
54.58 |
123.05 |
112.82 |
15 |
VR9 |
129.60 |
142.92 |
123.35 |
35.83 |
137.94 |
134.41 |
16 |
VR10 |
137.00 |
142.92 |
123.35 |
45.21 |
137.94 |
134.41 |
Bonacci and Maalej (2000Bonacci, J. F., Maalej, M., (2000). Externally bonded fiber-reinforced polymer for rehabilitation of corrosion damaged concrete beams. Structural Journal, 97(5), 703-711.) |
17 |
B2 |
296.00 |
294.54 |
281.45 |
45.21 |
276.54 |
293.58 |
Ceroni and Prota (2001Ceroni, F., and A. Prota. 2001. “Experimental behavior of RC beams strengthened by FRP sheets.” In Proc., Int. Conf. on Composites in Constructions, edited by J. Figueiras, L. Juvandes, and R. Faria, 499-504.) |
18 |
A2 |
9.25 |
10.96 |
11.38 |
45.21 |
11.14 |
13.73 |
19 |
A3 |
9.60 |
10.96 |
11.38 |
45.21 |
11.14 |
13.73 |
Chan and Li (2000Chan, T. K., Li, X., (2000). Improving crack behavior of one-way slabs with carbon fibre plates. Paper presented at the Proceedings of the 4-th Asia Pacific Structural Engineering & Construction Conference.) |
20 |
S6-50-0 |
29.80 |
30.33 |
31.92 |
39.12 |
30.66 |
32.23 |
21 |
S8-50-0 |
35.80 |
34.13 |
43.60 |
39.12 |
48.24 |
49.33 |
22 |
S8-50-F |
32.90 |
34.13 |
43.60 |
64.76 |
48.24 |
48.03 |
Chan et al., (2001Chan, T., Cheong, H., Nguyen, D., (2001). Experimental investigation on delamination failure of CFRP strengthened beams. Paper presented at the Proceedings of ICCMC/IBST 2001 International Conference on Advanced Technologies in Design, Construction and Maintenance of Concrete Structures.) |
23 |
B2 |
285.00 |
245.28 |
253.26 |
84.56 |
238.05 |
252.06 |
24 |
B3 |
352.00 |
342.95 |
310.28 |
64.76 |
328.38 |
324.40 |
25 |
B6 |
258.00 |
245.28 |
238.53 |
64.76 |
238.05 |
252.06 |
26 |
B8 |
440.00 |
413.76 |
382.46 |
61.33 |
399.95 |
395.41 |
Delaney (2006Delaney, J., (2006). Defect criticality of FRP rehabilitated RC beams. Master's thesis, University of California, San Diego.) |
27 |
R_UC_C1 |
88.80 |
92.41 |
95.74 |
51.36 |
83.14 |
86.48 |
28 |
R_UC_C2 |
99.00 |
92.78 |
96.43 |
51.71 |
83.47 |
86.73 |
29 |
R_UC_C3 |
90.60 |
92.82 |
96.50 |
88.32 |
83.50 |
86.76 |
30 |
R_UC_C4 |
97.00 |
92.89 |
96.63 |
88.32 |
83.58 |
86.82 |
Dong et al., (2002Dong, Y., Zhao, M., Ansari, F., (2002). Failure characteristics of reinforced concrete beams repaired with CFRP composites. Proceeding of the third international conference on composites in infrastructure, 126-40.) |
31 |
B3 |
65.36 |
82.75 |
78.20 |
68.21 |
84.24 |
74.08 |
El-Dieb et al., (2012El-Dieb, A., Aldajah, S., Biddah, A., Hammami, A., (2012). Long-term performance of RC members externally strengthened by FRP exposed to different environments. Arabian Journal for Science and Engineering, 37(2), 325-339.) |
32 |
S-18-L-3 |
90.00 |
83.16 |
80.96 |
115.32 |
83.72 |
73.25 |
Fanning and Kelly (2001Fanning, P. J., Kelly, O., (2001). Ultimate response of RC beams strengthened with CFRP plates. Journal of Composites for Construction, 5(2), 122-127.) |
33 |
f3 |
110.90 |
133.04 |
138.40 |
75.82 |
101.65 |
122.43 |
34 |
f4 |
118.50 |
133.04 |
138.40 |
73.25 |
101.65 |
122.43 |
Gao (2005Gao, B., (2005). FRP strengthened RC beams: taper design and theoretical analysis. PhD thesis, Hong Kong University of Science and Technology, Hong Kong,China.) |
35 |
1N2 |
40.36 |
37.98 |
39.28 |
55.41 |
42.03 |
39.08 |
36 |
3T-675-1 |
68.60 |
89.70 |
91.32 |
71.56 |
92.85 |
73.11 |
37 |
3T4100-1 |
65.36 |
74.76 |
79.38 |
78.80 |
83.58 |
67.16 |
Gao et al., (2004Gao, B., Kim, J.-K., Leung, C. K., (2004). Experimental study on RC beams with FRP strips bonded with rubber modified resins. Composites Science and Technology, 64(16), 2557-2564.) |
38 |
A0 |
80.70 |
81.39 |
94.34 |
57.12 |
88.18 |
65.65 |
39 |
A10 |
78.70 |
81.39 |
94.34 |
65.98 |
88.18 |
65.65 |
40 |
A20 |
87.90 |
81.39 |
94.34 |
91.63 |
88.18 |
65.65 |
Garden et al., (1998Garden, H., Quantrill, R., Hollaway, L., Thorne, A., Parke, G., (1998). An experimental study of the anchorage length of carbon fibre composite plates used to strengthen reinforced concrete beams. Construction and Building Materials, 12(4), 203-219.) |
41 |
1U4.5m |
60.00 |
58.47 |
56.26 |
78.94 |
67.42 |
58.42 |
42 |
3U1.0m |
34.00 |
44.75 |
46.66 |
44.20 |
44.09 |
27.29 |