Larrañaga [2525 M. Etxeberria Larrañaga, “Experimental study on microstructure and structural behaviour of recycled aggregate concrete,” M.S. thesis, Univ. Politècnica Catalunya, Barcelona, 2004.] |
HC-2 |
0 |
200 |
304 |
1.000 |
3,3 |
1.810 |
57 |
3,0 |
0,2 |
213 |
214 |
32 |
495 |
HC-3 |
0 |
200 |
304 |
1.000 |
3,3 |
1.810 |
57 |
3,0 |
0,2 |
177 |
214 |
32 |
495 |
HC-4 |
0 |
200 |
304 |
1.000 |
3,3 |
1.810 |
57 |
3,0 |
0,1 |
188 |
214 |
32 |
495 |
Cardoso [2626 A. C. Cardoso, “Efeito da adição de agregados reciclados na resistência ao cisalhamento de vigas de concreto armado,” M.S. thesis, Univ. Fed. Pará, Belém, 2018.] |
VAW0 |
0 |
180 |
254 |
620 |
2,4 |
491 |
28 |
1,1 |
0,1 |
69 |
98 |
23 |
554 |
VBW0 |
0 |
180 |
255 |
620 |
2,5 |
942 |
28 |
2,1 |
0,1 |
111 |
166 |
23 |
554 |
Ignjatović et al. [66 I. S. Ignjatović, S. B. Marinković, and N. Tošić, "Shear behaviour of recycled aggregate concrete beams with and without shear reinforcement," Eng. Struct., vol. 141, pp. 386–401, 2017.] |
NAC-2 |
0 |
200 |
261 |
1.000 |
3,8 |
1.923 |
57 |
3,7 |
0,1 |
141 |
214 |
35 |
391 |
NAC-3 |
0 |
200 |
261 |
1.000 |
3,8 |
1.923 |
57 |
3,7 |
0,2 |
160 |
214 |
35 |
391 |
Rahal and Alrefaei [55 K. N. Rahal and Y. T. Alrefaei, "Shear strength of longitudinally reinforced recycled aggregate concrete beams," Eng. Struct., vol. 145, pp. 273–282, 2017.] |
35-A-0-10 |
10 |
150 |
388 |
1.162 |
3,0 |
462 |
57 |
0,8 |
0,2 |
89 |
94 |
30 |
455 |
35-A-0-20 |
20 |
150 |
388 |
1.162 |
3,0 |
462 |
57 |
0,8 |
0,2 |
80 |
94 |
30 |
455 |
35-S-0-23(50) |
23 |
150 |
388 |
1.162 |
3,0 |
462 |
57 |
0,8 |
0,2 |
95 |
95 |
33 |
455 |
Larrañaga [2525 M. Etxeberria Larrañaga, “Experimental study on microstructure and structural behaviour of recycled aggregate concrete,” M.S. thesis, Univ. Politècnica Catalunya, Barcelona, 2004.] |
HR25-2 |
25 |
200 |
304 |
1.000 |
3,3 |
1.810 |
57 |
3,0 |
0,2 |
187 |
220 |
35 |
495 |
HR25-3 |
25 |
200 |
304 |
1.000 |
3,3 |
1.810 |
57 |
3,0 |
0,2 |
169 |
220 |
35 |
495 |
Cardoso [2626 A. C. Cardoso, “Efeito da adição de agregados reciclados na resistência ao cisalhamento de vigas de concreto armado,” M.S. thesis, Univ. Fed. Pará, Belém, 2018.] |
VAW30 |
30 |
180 |
260 |
620 |
2,4 |
491 |
28 |
1,0 |
0,1 |
89 |
99 |
21 |
554 |
VBW30 |
30 |
180 |
250 |
620 |
2,5 |
942 |
28 |
2,1 |
0,1 |
90 |
158 |
21 |
554 |
Rahal and Alrefaei [55 K. N. Rahal and Y. T. Alrefaei, "Shear strength of longitudinally reinforced recycled aggregate concrete beams," Eng. Struct., vol. 145, pp. 273–282, 2017.] |
35-A-0-35 |
35 |
150 |
388 |
1.162 |
3,0 |
462 |
57 |
0,8 |
0,2 |
90 |
94 |
29 |
455 |
35-S-0-35(75) |
35 |
150 |
388 |
1.162 |
3,0 |
462 |
57 |
0,8 |
0,2 |
85 |
94 |
32 |
455 |
35-A-0-50 |
50 |
150 |
388 |
1.162 |
3,0 |
462 |
57 |
0,8 |
0,2 |
94 |
94 |
30 |
455 |
González-Fonteboa and Martínez-Abella [2020 B. González-Fonteboa and F. Martínez-Abella, "Shear strength of recycled concrete beams," Constr. Build. Mater., vol. 21, no. 4, pp. 887–893, 2007.] |
V24RC |
50 |
200 |
303 |
1.000 |
3,3 |
1.810 |
57 |
3,0 |
0,1 |
164 |
241 |
35 |
455 |
V17RC |
50 |
200 |
303 |
1.000 |
3,3 |
1.810 |
57 |
3,0 |
0,2 |
177 |
245 |
37 |
455 |
V13RC |
50 |
200 |
303 |
1.000 |
3,3 |
1.810 |
57 |
3,0 |
0,2 |
234 |
244 |
36 |
455 |
Larrañaga [2525 M. Etxeberria Larrañaga, “Experimental study on microstructure and structural behaviour of recycled aggregate concrete,” M.S. thesis, Univ. Politècnica Catalunya, Barcelona, 2004.] |
HR50-2 |
50 |
210 |
304 |
1.000 |
3,3 |
1.810 |
57 |
2,8 |
0,2 |
220 |
223 |
35 |
495 |
HR50-3 |
50 |
210 |
304 |
1.000 |
3,3 |
1.810 |
57 |
2,8 |
0,2 |
176 |
223 |
35 |
495 |
HR50-4 |
50 |
210 |
304 |
1.000 |
3,3 |
1.810 |
57 |
2,8 |
0,1 |
164 |
223 |
35 |
495 |
Ignjatović et al. [66 I. S. Ignjatović, S. B. Marinković, and N. Tošić, "Shear behaviour of recycled aggregate concrete beams with and without shear reinforcement," Eng. Struct., vol. 141, pp. 386–401, 2017.] |
RAC50-2 |
50 |
200 |
261 |
1.000 |
3,8 |
1.923 |
57 |
3,7 |
0,1 |
142 |
222 |
38 |
391 |
RAC50-3 |
50 |
200 |
261 |
1.000 |
3,8 |
1.923 |
57 |
3,7 |
0,2 |
157 |
222 |
38 |
391 |
Fathifazl et al. [2727 G. Fathifazl, A. G. Razaqpur, O. B. Isgor, A. Abbas, B. Fournier, and S. Foo, "Shear strength of reinforced recycled concrete beams with stirrups," Mag. Concr. Res., vol. 62, no. 10, pp. 685–699, 2010., http://dx.doi.org/10.1680/macr.2010.62.10.685. http://dx.doi.org/10.1680/macr.2010.62.1...
] |
EM-3S-R |
63,5 |
200 |
309 |
800 |
2,6 |
1.571 |
101 |
2,5 |
0,3 |
170 |
235 |
33 |
482 |
EM-6S-R |
63,5 |
200 |
302 |
800 |
2,6 |
1.963 |
101 |
3,3 |
0,3 |
307 |
342 |
33 |
482 |
EM-6S-D |
63,5 |
200 |
301 |
800 |
2,7 |
2.395 |
157 |
4,0 |
0,4 |
339 |
374 |
33 |
482 |
EV-3S-R |
74,3 |
200 |
309 |
800 |
2,6 |
1.571 |
157 |
2,5 |
0,4 |
233 |
242 |
40 |
482 |
EV-3S-R* |
74,3 |
200 |
309 |
800 |
2,6 |
1.571 |
157 |
2,5 |
0,4 |
233 |
242 |
40 |
482 |
EV-6S-R |
74,3 |
200 |
302 |
800 |
2,6 |
1.963 |
157 |
3,3 |
0,4 |
306 |
365 |
40 |
482 |
EV-6S-D |
74,3 |
200 |
301 |
800 |
2,7 |
2.395 |
157 |
4,0 |
0,4 |
328 |
409 |
40 |
482 |
Rahal and Alrefaei [55 K. N. Rahal and Y. T. Alrefaei, "Shear strength of longitudinally reinforced recycled aggregate concrete beams," Eng. Struct., vol. 145, pp. 273–282, 2017.] |
35-A-0-100 |
100 |
150 |
388 |
1.162 |
3,0 |
462 |
57 |
0,8 |
0,2 |
85 |
93 |
27 |
455 |
Larrañaga [2525 M. Etxeberria Larrañaga, “Experimental study on microstructure and structural behaviour of recycled aggregate concrete,” M.S. thesis, Univ. Politècnica Catalunya, Barcelona, 2004.] |
HR100-2 |
100 |
200 |
304 |
1.000 |
3,3 |
1.810 |
57 |
3,0 |
0,2 |
190 |
219 |
34 |
495 |
HR100-3 |
100 |
200 |
304 |
1.000 |
3,3 |
1.810 |
57 |
3,0 |
0,2 |
163 |
219 |
34 |
495 |
HR100-4 |
100 |
200 |
304 |
1.000 |
3,3 |
1.810 |
57 |
3,0 |
0,1 |
168 |
219 |
34 |
495 |
Cardoso [2626 A. C. Cardoso, “Efeito da adição de agregados reciclados na resistência ao cisalhamento de vigas de concreto armado,” M.S. thesis, Univ. Fed. Pará, Belém, 2018.] |
VAW100 |
100 |
180 |
258 |
620 |
2,4 |
491 |
28 |
1,1 |
0,1 |
58 |
99 |
22 |
554 |
VBW100 |
100 |
180 |
250 |
620 |
2,5 |
942 |
28 |
2,1 |
0,1 |
86 |
160 |
22 |
554 |
Ignjatović et al. [66 I. S. Ignjatović, S. B. Marinković, and N. Tošić, "Shear behaviour of recycled aggregate concrete beams with and without shear reinforcement," Eng. Struct., vol. 141, pp. 386–401, 2017.] |
RAC100-2 |
100 |
200 |
261 |
1.000 |
3,8 |
1.923 |
57 |
3,7 |
0,1 |
135 |
225 |
40 |
391 |
RAC100-3 |
100 |
200 |
261 |
1.000 |
3,8 |
1.923 |
57 |
3,7 |
0,2 |
163 |
225 |
40 |
391 |