[3232 Y. Tanigawa and Y. Uchida, “Hysteretic characteristics of concrete in the domain of high compressive strain,” in Proc. Ann. Conv. AIJ, 1979, pp. 449–450.] |
1 |
0.128 |
0.134 |
1.047 |
[22 I. D. Karsan and S. O. Jirsa, "Behavior of concrete under compressive loadings," J. Struct. Div., vol. 95, no. 12, pp. 2543–2563, 1969, http://doi.org/10.1061/JSDEAG.0002424. http://doi.org/10.1061/JSDEAG.0002424...
] 1st test |
1 |
0.865 |
1.137 |
1.3142 |
2 |
0.186 |
0.201 |
1.080 |
2 |
1.137 |
1.407 |
1.238 |
3 |
0.262 |
0.278 |
1.061 |
3 |
1.407 |
1.587 |
1.128 |
4 |
0.321 |
0.340 |
1.059 |
4 |
1.966 |
2.336 |
1.188 |
5 |
0.393 |
0.415 |
1.057 |
5 |
2.655 |
2.942 |
1.109 |
[33 H. W. Reinhardt, "Fracture mechanics of an elastic softening material like concrete," Heron, vol. 29, no. 2, pp. 1–42, 1984.], [3333 V. Gopalaratnam and S. Shah, "Softening response of plain concrete in direct tension," J. Am. Concr. Inst., vol. 82, no. 3, pp. 310–323, 1985, http://doi.org/10.14359/10338. http://doi.org/10.14359/10338...
], [3434 J. M. Moelands, “Modelling of fatigue behavior of plain concrete under alternating and repeated loading,” Ph.D. dissertation, Delft Univ., Delft, Netherlands, 1984.] 1st test |
1 |
0.011 |
0.012 |
1.122 |
[22 I. D. Karsan and S. O. Jirsa, "Behavior of concrete under compressive loadings," J. Struct. Div., vol. 95, no. 12, pp. 2543–2563, 1969, http://doi.org/10.1061/JSDEAG.0002424. http://doi.org/10.1061/JSDEAG.0002424...
] 2nd test |
1 |
0.808 |
0.981 |
1.214 |
2 |
0.016 |
0.020 |
1.243 |
2 |
1.115 |
1.253 |
1.124 |
3 |
0.03 |
0.035 |
1.099 |
3 |
1.378 |
1.603 |
1.163 |
4 |
0.044 |
0.046 |
1.042 |
4 |
1.603 |
1.854 |
1.156 |
5 |
0.064 |
0.070 |
1.088 |
5 |
1.934 |
2.238 |
1.158 |
6 |
0.106 |
0.110 |
1.034 |
[3030 D. C. Spooner and J. W. Dougill, "A qualitative assessment of damage sustained in concrete during compressive loading," Mag. Concr. Res., vol. 27, no. 9, pp. 151–160, 1975, http://doi.org/10.1680/macr.1975.27.92.151. http://doi.org/10.1680/macr.1975.27.92.1...
] |
1 |
1.914 |
2.168 |
1.133 |
[33 H. W. Reinhardt, "Fracture mechanics of an elastic softening material like concrete," Heron, vol. 29, no. 2, pp. 1–42, 1984.], [3333 V. Gopalaratnam and S. Shah, "Softening response of plain concrete in direct tension," J. Am. Concr. Inst., vol. 82, no. 3, pp. 310–323, 1985, http://doi.org/10.14359/10338. http://doi.org/10.14359/10338...
], [3434 J. M. Moelands, “Modelling of fatigue behavior of plain concrete under alternating and repeated loading,” Ph.D. dissertation, Delft Univ., Delft, Netherlands, 1984.] 2nd test |
1 |
0.007 |
0.008 |
1.090 |
2 |
2.357 |
2.756 |
1.169 |
2 |
0.008 |
0.008 |
1.016 |
3 |
4.249 |
4.373 |
1.030 |
3 |
0.009 |
0.010 |
1.074 |
[3131 S. Okamoto, S. Shiomi, and K. Yamabe, “Earthquake resistance of pre-stressed concrete structures,” in Proc. Ann. Conv. AIJ, 1976, pp. 1251–1252.] 1st test |
1 |
1.965 |
2.141 |
1.090 |
4 |
0.010 |
0.012 |
1.207 |
2 |
2.859 |
3.239 |
1.0133 |
5 |
0.014 |
0.014 |
1.036 |
3 |
3.930 |
3.239 |
1.059 |
6 |
0.016 |
0.017 |
1.083 |
4 |
4.838 |
4.162 |
1.086 |
7 |
0.0020 |
0.023 |
1.145 |
[3131 S. Okamoto, S. Shiomi, and K. Yamabe, “Earthquake resistance of pre-stressed concrete structures,” in Proc. Ann. Conv. AIJ, 1976, pp. 1251–1252.] 2nd test |
1 |
1.801 |
1.976 |
1.097 |
8 |
0.028 |
0.031 |
1.086 |
2 |
2.518 |
2.476 |
1.090 |
[33 H. W. Reinhardt, "Fracture mechanics of an elastic softening material like concrete," Heron, vol. 29, no. 2, pp. 1–42, 1984.], [3333 V. Gopalaratnam and S. Shah, "Softening response of plain concrete in direct tension," J. Am. Concr. Inst., vol. 82, no. 3, pp. 310–323, 1985, http://doi.org/10.14359/10338. http://doi.org/10.14359/10338...
], [3434 J. M. Moelands, “Modelling of fatigue behavior of plain concrete under alternating and repeated loading,” Ph.D. dissertation, Delft Univ., Delft, Netherlands, 1984.] 3rd test |
1 |
0.009 |
0.001 |
1.212 |
3 |
3.550 |
3.953 |
1.113 |
2 |
0.014 |
0.016 |
1.125 |
4 |
4.399 |
4.962 |
1.105 |
3 |
0.019 |
0.021 |
1.148 |
5 |
5.308 |
5.920 |
1.115 |
4 |
0.021 |
0.023 |
1.077 |
6 |
6.243 |
6.497 |
1.041 |
5 |
0.026 |
0.030 |
1.126 |
[3232 Y. Tanigawa and Y. Uchida, “Hysteretic characteristics of concrete in the domain of high compressive strain,” in Proc. Ann. Conv. AIJ, 1979, pp. 449–450.] |
1 |
1.046 |
1.219 |
1.165 |
6 |
0.035 |
0.036 |
1.044 |
2 |
1.614 |
1.660 |
1.029 |
7 |
0.048 |
0.051 |
1.063 |
3 |
2.096 |
2.388 |
1.140 |
8 |
0.075 |
0.077 |
1.028 |
4 |
2.676 |
2.858 |
1.068 |
|
5 |
3.223 |
3.281 |
1.018 |
6 |
3.651 |
3.997 |
1.095 |
|
[11 B. P. Sinha, K. H. Gerstle, and L. G. Tulin, "Stress-strain relations for concrete under cyclic loading," J. Am. Concr. Inst., vol. 61, no. 2, pp. 195–211, 1964, http://doi.org/10.14359/7775. http://doi.org/10.14359/7775...
] |
1 |
0.884 |
1.147 |
1.298 |
2 |
1.282 |
1.501 |
1.171 |
3 |
1.656 |
1.878 |
1.134 |
4 |
1.878 |
2.052 |
1.093 |
5 |
2.265 |
2.477 |
1.094 |
6 |
2.581 |
2.753 |
1.067 |