In Figures B.37–B.71 the results for the mobility index used as an early measure for all the subset of points analyzed is shown. The position of these evaluation points are the same as those used in the survey. Additionally the results are presented in the same order as the survey.
MOBILITIES AS AN EARLY MEASURE A-pillar
0 5 10 15
Mobility Index [10-5] (R2: 0.51)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.48)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.49)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.46)
Mobility Index [10-5] (R2: 0.43)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.39)
Figure B.37: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.38.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.38: Highlighted points show the evaluation points used for the result plots in Figure B.37.
B-pillar
0 5 10 15
Mobility Index [10-5] (R2: 0.6)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.65)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.52)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.36)
Mobility Index [10-5] (R2: 0.42)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.47)
Figure B.39: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.40.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.40: Highlighted points show the evaluation points used for the result plots in Figure B.39.
MOBILITIES AS AN EARLY MEASURE C-pillar
0 5 10 15
Mobility Index [10-5] (R2: 0.62)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.61)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.6)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.6)
Mobility Index [10-5] (R2: 0.2)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.17)
Figure B.41: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.42.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.42: Highlighted points show the evaluation points used for the result plots in Figure B.41.
D-pillar
0 5 10 15
Mobility Index [10-5] (R2: 0.47)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.35)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.16)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.18)
Mobility Index [10-5] (R2: 0.18)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.22)
Figure B.43: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.44.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.44: Highlighted points show the evaluation points used for the result plots in Figure B.43.
MOBILITIES AS AN EARLY MEASURE Roof
0 5 10 15
Mobility Index [10-5] (R2: 0.54)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.54)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.5)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.44)
Mobility Index [10-5] (R2: 0.34)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.34)
Figure B.45: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.46.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.46: Highlighted points show the evaluation points used for the result plots in Figure B.45.
Roof_with_D-pillar
0 5 10 15
Mobility Index [10-5] (R2: 0.58)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.56)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.5)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.45)
Mobility Index [10-5] (R2: 0.39)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.39)
Figure B.47: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.48.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.48: Highlighted points show the evaluation points used for the result plots in Figure B.47.
MOBILITIES AS AN EARLY MEASURE Floor
0 5 10 15
Mobility Index [10-5] (R2: 0.57)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.59)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.63)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.69)
Mobility Index [10-5] (R2: 0.63)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.56)
Figure B.49: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.50.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.50: Highlighted points show the evaluation points used for the result plots in Figure B.49.
Tunnel
0 5 10 15
Mobility Index [10-5] (R2: 0.31)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.27)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.39)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.46)
Mobility Index [10-5] (R2: 0.29)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.33)
Figure B.51: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.52.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.52: Highlighted points show the evaluation points used for the result plots in Figure B.51.
MOBILITIES AS AN EARLY MEASURE FSB
0 5 10 15
Mobility Index [10-5] (R2: 0.49)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.48)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.54)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.51)
Mobility Index [10-5] (R2: 0.32)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.33)
Figure B.53: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.54.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.54: Highlighted points show the evaluation points used for the result plots in Figure B.53.
Heel_Kick
0 5 10 15
Mobility Index [10-5] (R2: 0.53)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.59)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.52)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.65)
Mobility Index [10-5] (R2: 0.42)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.44)
Figure B.55: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.56.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.56: Highlighted points show the evaluation points used for the result plots in Figure B.55.
MOBILITIES AS AN EARLY MEASURE TB
0 5 10 15
Mobility Index [10-5] (R2: 0.76)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.66)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.58)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.69)
Mobility Index [10-5] (R2: 0.25)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.2)
Figure B.57: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.58.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.58: Highlighted points show the evaluation points used for the result plots in Figure B.57.
Rear
0 5 10 15
Mobility Index [10-5] (R2: 0.62)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.51)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.31)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.33)
Mobility Index [10-5] (R2: 0.11)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.25)
Figure B.59: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.60.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.60: Highlighted points show the evaluation points used for the result plots in Figure B.59.
MOBILITIES AS AN EARLY MEASURE platform
0 5 10 15
Mobility Index [10-5] (R2: 0.64)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.65)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.64)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.76)
Mobility Index [10-5] (R2: 0.5)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.52)
Figure B.61: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.62.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.62: Highlighted points show the evaluation points used for the result plots in Figure B.61.
top_hat
0 5 10 15
Mobility Index [10-5] (R2: 0.61)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.64)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.48)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.5)
Mobility Index [10-5] (R2: 0.43)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.43)
Figure B.63: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.64.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.64: Highlighted points show the evaluation points used for the result plots in Figure B.63.
MOBILITIES AS AN EARLY MEASURE top_hatD
0 5 10 15
Mobility Index [10-5] (R2: 0.62)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.63)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.5)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.48)
Mobility Index [10-5] (R2: 0.42)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.48)
Figure B.65: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.66.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.66: Highlighted points show the evaluation points used for the result plots in Figure B.65.
All_common
0 5 10 15
Mobility Index [10-5] (R2: 0.62)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.66)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.61)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.67)
Mobility Index [10-5] (R2: 0.55)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.55)
Figure B.67: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.68.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.68: Highlighted points show the evaluation points used for the result plots in Figure B.67.
MOBILITIES AS AN EARLY MEASURE All_common_points_with_D-pillar
0 5 10 15
Mobility Index [10-5] (R2: 0.62)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.66)
Road Noise Index [10-2 ]
Reference Case Study
0 5 10 15
Mobility Index [10-5] (R2: 0.58)
3.5 Rumble:70-150 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.64)
Mobility Index [10-5] (R2: 0.57)
3.5 Tyre Cavity:170-240 Hz
0 2 4 6 8
Unit Load Mobility Index [10-4] (R2: 0.57)
Figure B.69: The mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index.
The mobility index is calculated using the evaluation points highlighted in Figure B.70.
The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.70: Highlighted points show the evaluation points used for the result plots in Figure B.69.
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1
Point mobilities of load points
Point mobilities of load points
2 4 6 8
Point Mobility Index [10-5] (R2: 0.23)
Road Noise Index [10-2 ] Drumming:30-60 Hz
0.5 1 1.5 2 2.5
Unit Load Point Mobility Index [10-4] (R2: 0.38)
Road Noise Index [10-2 ]
Reference Case Study
2 4 6 8
Point Mobility Index [10-5] (R2: 0.4)
3.5 Rumble:70-150 Hz
0.5 1 1.5 2 2.5
Unit Load Point Mobility Index [10-4] (R2: 0.42)
Point Mobility Index [10-5] (R2: 0.35)
3.5 Tyre Cavity:170-240 Hz
0.5 1 1.5 2 2.5
Unit Load Point Mobility Index [10-4] (R2: 0.37)
Figure B.71: The point mobility index of the BIG, calculated both using the road-induced forces described in Chapter 4 (top row) and a unit load (bottom row), and the road noise index. The point mobility index is calculated using the evaluation points highlighted in Figure B.72. The dotted line is the linear approximation acquired by use of linear regression, shown for datasets with R2 > 0.25.
Figure B.72: Highlighted points show the evaluation points used for the result plots in Figure B.71.
C. Variation of Material Parameters Used in Case Study
In Table C.1 the variation of the material parameters used in the case study is shown.
Table C.1: Table describing how the material parameters were varied for the different simulation runs of the case study. -1 indicates a low setting, 0 a baseline and 1 high. The specific material parameters corresponding to these settings can be seen in Table 7.1
Run # E of Set # ρ of Set #
1 2 3 4 5 6 7 1 2 3 4 5 6 7
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2 1 0 0 0 0 0 0 0 0 0 0 0 0 0
3 0 1 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 1 0 0 0 0 0 0 0 0 0 0 0
5 0 0 0 1 0 0 0 0 0 0 0 0 0 0
6 0 0 0 0 1 0 0 0 0 0 0 0 0 0
7 0 0 0 0 0 1 0 0 0 0 0 0 0 0
8 0 0 0 0 0 0 1 0 0 0 0 0 0 0
9 -1 0 0 0 0 0 0 0 0 0 0 0 0 0
10 0 1 0 0 0 0 0 0 0 0 0 0 0 0
11 0 0 -1 0 0 0 0 0 0 0 0 0 0 0
12 0 0 0 -1 0 0 0 0 0 0 0 0 0 0
13 0 0 0 0 -1 0 0 0 0 0 0 0 0 0
14 0 0 0 0 0 -1 0 0 0 0 0 0 0 0
15 0 0 0 0 0 0 -1 0 0 0 0 0 0 0
16 0 0 0 0 0 0 0 1 0 0 0 0 0 0
17 0 0 0 0 0 0 0 0 1 0 0 0 0 0
18 0 0 0 0 0 0 0 0 0 1 0 0 0 0
19 0 0 0 0 0 0 0 0 0 0 1 0 0 0
20 0 0 0 0 0 0 0 0 0 0 0 1 0 0
21 0 0 0 0 0 0 0 0 0 0 0 0 1 0
22 0 0 0 0 0 0 0 0 0 0 0 0 0 1
23 0 0 0 0 0 0 0 -1 0 0 0 0 0 0
24 0 0 0 0 0 0 0 0 -1 0 0 0 0 0
25 0 0 0 0 0 0 0 0 0 -1 0 0 0 0
Continued on next page
Table C.1 – continued from previous page
Run # E of Set # ρ of Set #
1 2 3 4 5 6 7 1 2 3 4 5 6 7
26 0 0 0 0 0 0 0 0 0 0 -1 0 0 0
27 0 0 0 0 0 0 0 0 0 0 0 -1 0 0
28 0 0 0 0 0 0 0 0 0 0 0 0 -1 0
29 0 0 0 0 0 0 0 0 0 0 0 0 0 -1
30 1 1 1 1 1 1 1 0 0 0 0 0 0 0
31 -1 -1 -1 -1 -1 -1 -1 0 0 0 0 0 0 0
32 0 0 0 0 0 0 0 1 1 1 1 1 1 1
33 0 0 0 0 0 0 0 -1 -1 -1 -1 -1 -1 -1
34 1 1 1 1 1 1 1 1 1 1 1 1 1 1
35 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1
36 -1 -1 -1 -1 -1 -1 -1 1 1 1 1 1 1 1
37 1 1 1 1 1 1 1 -1 -1 -1 -1 -1 -1 -1
38 0 1 1 1 1 1 1 0 0 0 0 0 0 1
39 0 1 1 1 1 1 1 1 1 1 1 1 1 -1
40 0 1 1 1 1 1 1 -1 -1 -1 -1 -1 -1 0
41 0 -1 -1 -1 -1 -1 -1 0 0 0 0 0 0 -1
42 0 -1 -1 -1 -1 -1 -1 1 1 1 1 1 1 0
43 0 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 1
44 1 0 0 1 1 -1 -1 0 0 1 1 -1 -1 0
45 1 0 0 1 1 -1 -1 1 1 -1 -1 0 0 1
46 1 0 0 1 1 -1 -1 -1 -1 0 0 1 1 -1
47 1 1 1 -1 -1 0 0 0 0 1 1 -1 -1 1
48 1 1 1 -1 -1 0 0 1 1 -1 -1 0 0 -1
49 1 1 1 -1 -1 0 0 -1 -1 0 0 1 1 0
50 1 -1 -1 0 0 1 1 0 0 1 1 -1 -1 -1
51 1 -1 -1 0 0 1 1 1 1 -1 -1 0 0 0
52 1 -1 -1 0 0 1 1 -1 -1 0 0 1 1 1
53 -1 0 1 0 -1 1 -1 0 1 0 -1 1 -1 0
54 -1 0 1 0 -1 1 -1 1 -1 1 0 -1 0 1
55 -1 0 1 0 -1 1 -1 -1 0 -1 1 0 1 -1
56 -1 1 -1 1 0 -1 0 0 1 0 -1 1 -1 1
57 -1 1 -1 1 0 -1 0 1 -1 1 0 -1 0 -1
58 -1 1 -1 1 0 -1 0 -1 0 -1 1 0 1 0
59 -1 -1 0 -1 1 0 1 0 1 0 -1 1 -1 -1
60 -1 -1 0 -1 1 0 1 1 -1 1 0 -1 0 0
61 -1 -1 0 -1 1 0 1 -1 0 -1 1 0 1 1
62 0 0 -1 -1 1 1 0 0 -1 -1 1 1 0 0
63 0 0 -1 -1 1 1 0 1 0 0 -1 -1 1 1
64 0 0 -1 -1 1 1 0 -1 1 1 0 0 -1 -1
65 0 1 0 0 -1 -1 1 0 -1 -1 1 1 0 1
66 0 1 0 0 -1 -1 1 1 0 0 -1 -1 1 -1
Continued on next page
VARIATION OF MATERIAL PARAMETERS USED IN CASE STUDY Table C.1 – continued from previous page
Run # E of Set # ρ of Set #
1 2 3 4 5 6 7 1 2 3 4 5 6 7
67 0 1 0 0 -1 -1 1 -1 1 1 0 0 -1 0
68 0 -1 1 1 0 0 -1 0 -1 -1 1 1 0 -1
69 0 -1 1 1 0 0 -1 1 0 0 -1 -1 1 0
70 0 -1 1 1 0 0 -1 -1 1 1 0 0 -1 1
71 1 0 1 -1 0 -1 1 0 1 -1 0 -1 1 0
72 1 0 1 -1 0 -1 1 1 -1 0 1 0 -1 1
73 1 0 1 -1 0 -1 1 -1 0 1 -1 1 0 -1
74 1 1 -1 0 1 0 -1 0 1 -1 0 -1 1 1
75 1 1 -1 0 1 0 -1 1 -1 0 1 0 -1 -1
76 1 1 -1 0 1 0 -1 -1 0 1 -1 1 0 0
77 1 -1 0 1 -1 1 0 0 1 -1 0 -1 1 -1
78 1 -1 0 1 -1 1 0 1 -1 0 1 0 -1 0
79 1 -1 0 1 -1 1 0 -1 0 1 -1 1 0 1
80 -1 0 -1 1 -1 0 1 0 -1 1 -1 0 1 0
81 -1 0 -1 1 -1 0 1 1 0 -1 0 1 -1 1
82 -1 0 -1 1 -1 0 1 -1 1 0 1 -1 0 -1
83 -1 1 0 -1 0 1 -1 0 -1 1 -1 0 1 1
84 -1 1 0 -1 0 1 -1 1 0 -1 0 1 -1 -1
85 -1 1 0 -1 0 1 -1 -1 1 0 1 -1 0 0
86 -1 -1 1 0 1 -1 0 0 -1 1 -1 0 1 -1
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