[2727 A. Kumar and V. Kumar, "Behaviour of RCC beams after exposure to elevated temperatures," J. Inst. Eng., vol. 84, pp. 165–170, 2003.] |
V120 |
20x30 |
ISO 834 |
120 |
17.1 |
0.75% |
0.14% |
4.4 |
0.25 |
[2727 A. Kumar and V. Kumar, "Behaviour of RCC beams after exposure to elevated temperatures," J. Inst. Eng., vol. 84, pp. 165–170, 2003.] |
V60 |
20x30 |
ISO 834 |
60 |
17.1 |
0.75% |
0.14% |
4.4 |
0.25 |
[2727 A. Kumar and V. Kumar, "Behaviour of RCC beams after exposure to elevated temperatures," J. Inst. Eng., vol. 84, pp. 165–170, 2003.] |
V90 |
20x30 |
ISO 834 |
90 |
17.1 |
0.75% |
0.14% |
4.4 |
0.25 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº17 |
30x45 |
ASTM E119 |
60 |
34.7 |
2.53% |
0.00% |
1.5 |
0.36 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº18 |
30x45 |
ASTM E119 |
180 |
34.7 |
2.53% |
0.00% |
1.5 |
0.36 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº2 |
20x30 |
ASTM E119 |
60 |
34.7 |
1.90% |
0.00% |
1.5 |
0.33 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº27 |
20x30 |
ASTM E119 |
60 |
60.5 |
1.90% |
0.00% |
1.5 |
0.33 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº28 |
20x30 |
ASTM E119 |
180 |
62.5 |
1.90% |
0.00% |
1.5 |
0.33 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº3 |
20x30 |
ASTM E119 |
180 |
34.7 |
1.90% |
0.00% |
1.5 |
0.33 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº32 |
20x30 |
ASTM E119 |
60 |
65.2 |
3.80% |
0.00% |
1.5 |
0.32 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº33 |
20x30 |
ASTM E119 |
180 |
66.5 |
3.80% |
0.00% |
1.5 |
0.32 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº8 |
20x30 |
ASTM E119 |
60 |
35.8 |
3.80% |
0.00% |
1.5 |
0.32 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº9 |
20x30 |
ASTM E119 |
180 |
35.8 |
3.80% |
0.00% |
1.5 |
0.32 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº14 |
20x30 |
ASTM E119 |
60 |
34.7 |
1.90% |
0.98% |
1.5 |
0.33 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº15 |
20x30 |
ASTM E119 |
180 |
34.7 |
1.90% |
0.98% |
1.5 |
0.33 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº23 |
30x45 |
ASTM E119 |
180 |
34.7 |
2.53% |
0.98% |
1.5 |
0.36 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº11 |
20x30 |
ASTM E119 |
60 |
35.8 |
3.80% |
0.00% |
4.0 |
0.41 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº12 |
20x30 |
ASTM E119 |
180 |
35.8 |
3.80% |
0.00% |
4.0 |
0.41 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº20 |
30x45 |
ASTM E119 |
60 |
35.8 |
5.47% |
0.00% |
4.0 |
0.44 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº21 |
30x45 |
ASTM E119 |
180 |
35.8 |
5.47% |
0.00% |
4.0 |
0.44 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº30 |
20x30 |
ASTM E119 |
60 |
71.6 |
1.90% |
0.00% |
4.0 |
0.42 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº35 |
20x30 |
ASTM E119 |
60 |
65.7 |
3.80% |
0.00% |
4.0 |
0.41 |
[1414 J. H. Hsu and C. S. Lin, "Effect of fire on the residual mechanical properties and structural performance of reinforced concrete beams," J. Fire Prot. Eng., vol. 18, no. 4, pp. 245–274, Nov 2008, http://dx.doi.org/10.1177/1042391507077171. http://dx.doi.org/10.1177/10423915070771...
] |
test nº25 |
30x45 |
ASTM E119 |
180 |
35.8 |
5.47% |
0.52% |
4.0 |
0.44 |
[2020 Y. Xu, B. Wu, R. Wang, M. Jiang, and Y. Luo, "Experimental study on residual performance of reinforced concrete beams after fire," J. Build. Struct., vol. 34, no. 8, 2013.] |
L4 |
25x40 |
ISO 834 |
60 |
41.2 |
1.47% |
0.00% |
2.2 |
0.36 |
[2121 Y. Xu, X. Peng, Y. Dong, Y. Luo, and B. Lin, "Experimental study on shear behavior of reinforced concrete beams strengthened with CFRP sheet after fire," J. Build. Struct. China, vol. 36, no. 2, 2015. http://dx.doi.org/10.14006/j.jzjgxb.2015.02.015. http://dx.doi.org/10.14006/j.jzjgxb.2015...
] |
L4 |
20x30 |
ISO 834 |
60 |
51.5 |
3.27% |
0.17% |
2.7 |
0.50 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B5-2.1-f120 |
25x40 |
ISO 834 |
120 |
31.6 |
1.96% |
0.00% |
2.1 |
0.21 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B5-2.1-f60 |
25x40 |
ISO 834 |
60 |
31.6 |
1.96% |
0.00% |
2.1 |
0.21 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B5-2.1-f90 |
25x40 |
ISO 834 |
90 |
31.6 |
1.96% |
0.00% |
2.1 |
0.21 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B6-2.1-f90 |
25x40 |
ISO 834 |
90 |
31.6 |
1.61% |
0.00% |
2.1 |
0.21 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B7-2.1-f90 |
25x40 |
ISO 834 |
90 |
31.6 |
1.47% |
0.00% |
2.1 |
0.21 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B4-2.1-f90 |
25x40 |
ISO 834 |
90 |
31.6 |
1.96% |
0.20% |
2.1 |
0.21 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B1-2.1-f120 |
25x40 |
ISO 834 |
120 |
31.6 |
1.96% |
0.27% |
2.1 |
0.21 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B1-2.1-f60 |
25x40 |
ISO 834 |
60 |
31.6 |
1.96% |
0.27% |
2.1 |
0.21 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B1-2.1-f90 |
25x40 |
ISO 834 |
90 |
31.6 |
1.96% |
0.27% |
2.1 |
0.21 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B2-2.1-f90 |
25x40 |
ISO 834 |
90 |
31.6 |
1.61% |
0.27% |
2.1 |
0.21 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B3-2.1-f90 |
25x40 |
ISO 834 |
90 |
31.6 |
1.47% |
0.27% |
2.1 |
0.21 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B5-2.6-f90 |
25x40 |
ISO 834 |
90 |
31.6 |
1.96% |
0.00% |
2.6 |
0.26 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B1-2.6-f90 |
25x40 |
ISO 834 |
90 |
31.6 |
1.96% |
0.27% |
2.6 |
0.26 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B5-3.3-f90 |
25x40 |
ISO 834 |
90 |
31.6 |
1.96% |
0.00% |
3.3 |
0.32 |
[2828 Y. Song et al., "Residual shear capacity of reinforced concrete beams after fire exposure," KSCE J. Civ. Eng., vol. 24, no. 11, pp. 3330–3341, 2020, http://dx.doi.org/10.1007/s12205-020-1758-7. http://dx.doi.org/10.1007/s12205-020-175...
] |
B1-3.3-f90 |
25x40 |
ISO 834 |
90 |
31.6 |
1.96% |
0.27% |
3.3 |
0.32 |