Introduction:
- The main data bank is: “DispControlCyc-Hn_80_160_CDSS_d1”
- Group 7 is used for illustrations as well as cycle 57.
- After the max. displacement is applied, the test is continued by re-performing two of the previous tests with smaller displacements; results show that while damping values are sensitive, the measured stiffness was almost the same.
====================================================Results as graphs
| Group | Applid Displacement(mm) | Damping(%) |
|---|---|---|
| 1 | 0.001 | 15 |
| 2 | 0.002 | 6 |
| 3 | 0.004 | 11 |
| 4 | 0.013 | 11 |
| 5 | 0.036 | 12 |
| 6 | 0.118 | 20 |
| 7 | 0.232 | 24 |
| 8 | 0.380 | 25 |
| 9 | 1.215 | 32 |
| 10 | 3.193 | 35 |
| 11 | 7.310 | 36 |
| 12 | 19.737 | 47 |
| 13 | 0.038 | 14 |
| 14 | 0.015 | 6 |
By repeating the cycle of displacements, the loops become slender; at the same time the range of strains become smaller. These lead to reduction of the area of the successive loops while the area of triangle is almost fix. As the result, reduction in damping happens by successive cycles.
G is considered as the slope of the best fitted line to each cycle.
Median of the cycles in each group is chosen as the representative.
| group | Applied_displacement_mm | G_bestfit_MPa | Strain |
|---|---|---|---|
| 1 | 0.001 | 7.473 | 0.0015 |
| 2 | 0.002 | 44.452 | 0.0015 |
| 3 | 0.005 | 58.665 | 0.0043 |
| 4 | 0.010 | 43.261 | 0.0138 |
| 5 | 0.020 | 35.278 | 0.0400 |
| 6 | 0.050 | 23.339 | 0.1317 |
| 7 | 0.100 | 17.618 | 0.2617 |
| 8 | 0.200 | 13.798 | 0.4672 |
| 9 | 0.500 | 5.344 | 1.2421 |
| 10 | 1.000 | 2.492 | 3.1950 |
| 11 | 1.999 | 1.209 | 7.3329 |
| 12 | 4.998 | 0.443 | 20.1786 |
| 13 | 0.020 | 34.914 | 0.0396 |
| 14 | 0.010 | 44.144 | 0.0151 |
write.csv(final,file="C:\\Damping\\Interpretation\\final.csv", row.names = FALSE)
write.csv(result, file = "C:\\Damping\\Interpretation\\result.csv", row.names = FALSE)