Appendix A
Table A1.
Extreme values: Q, upist, ∆ljack and ufou determined from subsequent load cycles of the passive support during the in-situ tests and stiffness of the support elements kpist, kjack, kfou determined on their basis.
Table A1.
Extreme values: Q, upist, ∆ljack and ufou determined from subsequent load cycles of the passive support during the in-situ tests and stiffness of the support elements kpist, kjack, kfou determined on their basis.
Loop | Qmax | upist,min | ∆ljack,min | ufou,min | kpist | kjack | kfou |
---|
Qmin | upist,max | ∆ljack,max | ufou,max |
---|
[kN] | [mm] | [mm] | [mm] | [MN/m] | [MN/m] | [MN/m] |
---|
1 | 107.36 | 0.049 | 0.000 | 0.740 | 118 | 2433 | 145 |
89.11 | 0.204 | 0.008 | 0.614 |
2 | 110.58 | 0.000 | 0.000 | 0.758 | 108 | 2486 | 158 |
86.96 | 0.218 | 0.010 | 0.608 |
3 | 108.43 | 0.016 | 0.002 | 0.748 | 104 | 2818 | 147 |
85.89 | 0.232 | 0.010 | 0.595 |
mean values | 110 | 2579 | 150 |
Table A2.
Stiffness kj,j determined from in-situ tests according to (1) at points at the foundation corners.
Table A2.
Stiffness kj,j determined from in-situ tests according to (1) at points at the foundation corners.
i = j | 1 | 3 | 5 | 7 | 9 | 11 | 13 | 15 |
---|
Qj,I, kN | 58.63 | 85.31 | 65.56 | 68.17 | 62.98 | 60.77 | 91.45 | 79.09 |
Qj,II, kN | 83.32 | 105.71 | 90.25 | 92.86 | 88.75 | 85.47 | 116.14 | 103.78 |
Qj,j = Qj,II − Qj,I, kN | 24.69 | 20.40 | 24.69 | 24.69 | 25.77 | 24.69 | 24.69 | 24.69 |
uext,j,I, mm | 119.23 | 120.10 | 114.59 | 122.64 | 118.35 | 128.38 | 115.96 | 126.70 |
uext,j,II, mm | 119.97 | 120.76 | 115.20 | 123.18 | 118.87 | 129.22 | 116.74 | 127.27 |
uext,j = uext,j,II − uext,j,I, mm | 0.74 | 0.67 | 0.60 | 0.54 | 0.53 | 0.84 | 0.77 | 0.57 |
kj,j MN/m | 33.44 | 30.66 | 40.87 | 45.98 | 49.05 | 29.43 | 31.99 | 43.28 |
Table A3.
Stiffness kj,j determined from in-situ tests according to (1) at points at mid-points of the sides.
Table A3.
Stiffness kj,j determined from in-situ tests according to (1) at points at mid-points of the sides.
i = j | 2 | 4 | 6 | 8 | 10 | 12 | 14 | 16 |
---|
Qj,I, kN | 88.84 | 108.84 | 123.84 | 101.05 | 107.95 | 103.32 | 120.77 | 100.80 |
Qj,II, kN | 113.54 | 133.54 | 148.53 | 126.82 | 133.72 | 129.09 | 146.54 | 126.57 |
Qj,j = Qj,II − Qj,I, kN | 24.69 | 24.69 | 24.69 | 25.77 | 25.77 | 25.77 | 25.77 | 25.77 |
uext,j,I, mm | 127.00 | 124.06 | 125.49 | 122.07 | 127.04 | 123.50 | 117.24 | 114.19 |
uext,j,II, mm | 127.47 | 124.69 | 126.18 | 122.50 | 127.50 | 124.02 | 117.93 | 114.82 |
uext,j = uext,j,II − uext,j,I, mm | 0.47 | 0.63 | 0.69 | 0.43 | 0.46 | 0.52 | 0.69 | 0.63 |
kj,j MN/m | 52.68 | 38.94 | 35.82 | 59.71 | 55.98 | 49.76 | 37.32 | 40.71 |
Table A4.
Tank parameters calculated for n = 16 and kjack = 2579 MN/m, kpist = 110 MN/m and kfou = 150 MN/m (elements, for which i = j, that is, kj,j, fobj,j,j and fobj,j,j are given in bold).
Table A4.
Tank parameters calculated for n = 16 and kjack = 2579 MN/m, kpist = 110 MN/m and kfou = 150 MN/m (elements, for which i = j, that is, kj,j, fobj,j,j and fobj,j,j are given in bold).
i | ki,1, MN/m | ki,2, MN/m | fobj,i,1, - | fobj,i,2, - | ffou,i,1, - | ffou,i,2, - |
---|
1 | 37.260 | −19.142 | 0.730 | 0.390 | −0.248 | 0.128 |
2 | −17.853 | 45.960 | 0.363 | 0.667 | 0.119 | −0.306 |
3 | −4.407 | −19.142 | 0.090 | 0.390 | 0.029 | 0.128 |
4 | 0.882 | −5.943 | −0.018 | 0.121 | −0.006 | 0.040 |
5 | 1.765 | 1.019 | −0.036 | −0.021 | −0.012 | −0.007 |
6 | 0.794 | 0.702 | −0.016 | −0.014 | −0.005 | −0.005 |
7 | 0.238 | 0.896 | −0.005 | −0.018 | −0.002 | −0.006 |
8 | −0.009 | −0.281 | 0.000 | 0.006 | 0.000 | 0.002 |
9 | −0.071 | 0.024 | 0.001 | 0.000 | 0.000 | 0.000 |
10 | −0.009 | −0.508 | 0.000 | 0.010 | 0.000 | 0.003 |
11 | 0.239 | 0.022 | −0.005 | 0.000 | −0.002 | 0.000 |
12 | 0.795 | −0.28 | −0.016 | 0.006 | −0.005 | 0.002 |
13 | 1.764 | 0.896 | −0.036 | −0.018 | −0.012 | −0.006 |
14 | 0.884 | 0.702 | −0.018 | −0.014 | −0.006 | −0.005 |
15 | −4.409 | 1.019 | 0.090 | −0.021 | 0.029 | −0.007 |
16 | −17.858 | −5.944 | 0.364 | 0.121 | 0.119 | 0.040 |
Table A5.
Values ki,j of stiffness matrix k expressed in MN/m, for n = 3, n = 4 and n = 8 and kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements kj,j (i = j) are given in bold).
Table A5.
Values ki,j of stiffness matrix k expressed in MN/m, for n = 3, n = 4 and n = 8 and kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements kj,j (i = j) are given in bold).
n | ki,j | kfou, MN/m |
---|
50 | 100 | 150 | 200 | 250 | Rigid |
---|
3 | k1,1 | 0 | 0 | 0 | 0 | 0 | 0 |
k1,2 | 0 | 0 | 0 | 0 | 0 | 0 |
4 | k1,1 | 2.352 | 2.576 | 2.66 | 2.705 | 2.735 | 2.848 |
k2,1 | −2.258 | −2.478 | −2.561 | −2.605 | −2.634 | −2.746 |
k3,1 | 2.164 | 2.381 | 2.463 | 2.506 | 2.534 | 2.644 |
8 | k1,1 | 11.6 | 14.747 | 16.257 | 17.145 | 17.778 | 20.583 |
k2,1 | −7.303 | −9.602 | −10.726 | −11.393 | −11.87 | −14.004 |
k3,1 | 0.773 | 1.558 | 1.979 | 2.237 | 2.426 | 3.306 |
k4,1 | 0.699 | 0.737 | 0.728 | 0.715 | 0.701 | 0.606 |
k5,1 | 0.061 | −0.134 | −0.218 | −0.263 | −0.293 | −0.402 |
Table A6.
Values ki,j of stiffness matrix k expressed in MN/m, for n = 16 and kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements kj,j (i = j) are given in bold).
Table A6.
Values ki,j of stiffness matrix k expressed in MN/m, for n = 16 and kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements kj,j (i = j) are given in bold).
i | kfou, MN/m |
---|
50 | 100 | 150 | 200 | 250 | Rigid |
---|
ki,1 | ki,2 | ki,1 | ki,2 | ki,1 | ki,2 | ki,1 | ki,2 | ki,1 | ki,2 | ki,1 | ki,2 |
---|
1 | 21.63 | −9.65 | 31.48 | −15.45 | 37.26 | −19.14 | 41.08 | −21.69 | 44.03 | −23.71 | 59.94 | −35.47 |
2 | −9.34 | 25.07 | −14.62 | 37.96 | −17.85 | 45.96 | −20.02 | 51.42 | −21.71 | 55.72 | −30.99 | 80.44 |
3 | −3.23 | −9.65 | −4.04 | −15.45 | −4.41 | −19.14 | −4.61 | −21.69 | −4.75 | −23.71 | −5.29 | −35.47 |
4 | −0.09 | −3.71 | 0.49 | −5.15 | 0.88 | −5.94 | 1.16 | −6.46 | 1.38 | −6.85 | 2.63 | −8.90 |
5 | 0.98 | −0.06 | 1.50 | 0.57 | 1.77 | 1.02 | 1.93 | 1.34 | 2.04 | 1.60 | 2.57 | 3.17 |
6 | 0.58 | 0.36 | 0.73 | 0.59 | 0.79 | 0.70 | 0.83 | 0.76 | 0.86 | 0.80 | 0.98 | 0.93 |
7 | 0.30 | 0.62 | 0.27 | 0.81 | 0.24 | 0.90 | 0.22 | 0.95 | 0.20 | 0.99 | 0.09 | 1.21 |
8 | 0.01 | 0.01 | −0.01 | −0.16 | −0.01 | −0.28 | 0.00 | −0.37 | 0.01 | −0.44 | 0.08 | −0.85 |
9 | −0.03 | 0.02 | −0.05 | 0.01 | −0.07 | 0.02 | −0.07 | 0.04 | −0.07 | 0.05 | −0.08 | 0.16 |
Table A7.
Values ki,j of stiffness matrix k expressed in MN/m, for n = 32 and kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements kj,j (i = j) are given in bold).
Table A7.
Values ki,j of stiffness matrix k expressed in MN/m, for n = 32 and kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements kj,j (i = j) are given in bold).
i | kfou, MN/m |
---|
50 | 100 | 150 | 200 | 250 | Rigid |
---|
ki,1 | ki,1 | ki,1 | ki,1 | ki,1 | ki,1 |
---|
ki,2 | ki,3 | ki,2 | ki,3 | ki,2 | ki,3 | ki,2 | ki,3 | ki,2 | ki,3 | ki,2 | ki,3 |
---|
1 | 29.79 | 47.57 | 59.61 | 68.32 | 75.46 | 122.72 |
−8.74 | −5.31 | −15.32 | −8.73 | −20.08 | −11.10 | −23.66 | −12.86 | 26.68 | −14.33 | −48.46 | −24.84 |
2 | −8.59 | −14.84 | −19.22 | −22.44 | −25.11 | −43.04 |
31.61 | −7.75 | 51.71 | −13.96 | 65.87 | −18.57 | 76.39 | −22.11 | 85.24 | −25.13 | 148.23 | −47.75 |
3 | −5.79 | −9.29 | −11.61 | −13.25 | −14.59 | −23.18 |
−8.83 | 33.15 | −15.81 | 54.76 | −20.93 | 70.16 | −24.80 | 81.72 | −28.09 | 91.50 | −52.03 | 162.99 |
4 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
0.00 | −7.75 | 0.00 | −13.96 | 0.00 | −18.57 | 0.00 | −22.11 | 0.00 | −25.13 | 0.00 | −47.754 |
5 | −1.75 | −2.21 | −2.45 | −2.60 | −2.71 | −3.31 |
−4.06 | −5.31 | −6.31 | −8.73 | −7.80 | −11.10 | −8.88 | −12.86 | −9.77 | −14.33 | −15.84 | −24.843 |
6 | −0.46 | −0.19 | 0.04 | 0.22 | 0.37 | 1.46 |
−2.11 | −3.11 | −2.90 | −4.67 | −3.38 | −5.68 | −3.71 | −6.40 | −3.97 | −7.00 | −5.66 | −11.073 |
7 | 0.24 | 0.75 | 1.11 | 1.37 | 1.58 | 2.98 |
−0.77 | −1.48 | −0.76 | −1.87 | −0.70 | −2.06 | −0.64 | −2.17 | −0.59 | −2.26 | −0.14 | −2.729 |
8 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 1.46 |
9 | 0.58 | 0.84 | 0.96 | 1.04 | 1.09 | 1.35 |
0.54 | 0.36 | 1.06 | 0.94 | 1.41 | 1.37 | 1.66 | 1.69 | 1.86 | 1.96 | 3.27 | 0 |
Table A8.
Values fobj,i,j, [-], of the matrix fobj of object displacement forms for n = 3, 4, 8, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements fobj,j,j (i = j) are given in bold).
Table A8.
Values fobj,i,j, [-], of the matrix fobj of object displacement forms for n = 3, 4, 8, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements fobj,j,j (i = j) are given in bold).
n | fobj,i,j | kfou, MN/m |
---|
50 | 100 | 150 | 200 | 250 | Rigid |
---|
3 | fobj,1,1 | 1 | 1 | 1 | 1 | 1 | 1 |
fobj,1,2 | 0 | 0 | 0 | 0 | 0 | 0 |
4 | fobj,1,1 | 0.952 | 0.973 | 0.981 | 0.985 | 0.988 | 0.998 |
fobj,2,1 | 0.076 | 0.059 | 0.052 | 0.049 | 0.046 | 0.038 |
fobj,3,1 | −0.073 | −0.056 | −0.05 | −0.047 | −0.045 | −0.036 |
8 | fobj,1,1 | 0.761 | 0.844 | 0.882 | 0.905 | 0.92 | 0.988 |
fobj,2,1 | 0.246 | 0.227 | 0.218 | 0.213 | 0.209 | 0.192 |
fobj,3,1 | −0.026 | −0.037 | −0.04 | −0.042 | −0.043 | −0.045 |
fobj,4,1 | −0.024 | −0.017 | −0.015 | −0.013 | −0.012 | −0.008 |
fobj,5,1 | −0.002 | 0.003 | 0.004 | 0.005 | 0.005 | 0.006 |
Table A9.
Values fobj,i,j, [-] of the matrix fobj of object displacement forms for n = 16, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements fobj,i,i (i = j) are given in bold).
Table A9.
Values fobj,i,j, [-] of the matrix fobj of object displacement forms for n = 16, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements fobj,i,i (i = j) are given in bold).
i | kfou, MN/m |
---|
50 | 100 | 150 | 200 | 250 | Rigid |
---|
fobj,i,1 | fobj,i,2 | fobj,i,1 | fobj,i,2 | fobj,i,1 | fobj,i,2 | fobj,i,1 | fobj,i,2 | fobj,i,1 | fobj,i,2 | fobj,i,1 | fobj,i,2 |
---|
1 | 0.555 | 0.325 | 0.667 | 0.366 | 0.730 | 0.390 | 0.771 | 0.405 | 0.802 | 0.418 | 0.966 | 0.486 |
2 | 0.315 | 0.484 | 0.346 | 0.599 | 0.363 | 0.667 | 0.374 | 0.714 | 0.382 | 0.750 | 0.424 | 0.954 |
3 | 0.109 | 0.325 | 0.096 | 0.366 | 0.090 | 0.390 | 0.086 | 0.405 | 0.084 | 0.418 | 0.072 | 0.486 |
4 | 0.003 | 0.125 | −0.012 | 0.122 | −0.018 | 0.121 | −0.022 | 0.121 | −0.024 | 0.121 | −0.036 | 0.122 |
5 | −0.033 | 0.002 | −0.036 | −0.014 | −0.036 | −0.021 | −0.036 | −0.025 | −0.036 | −0.028 | −0.035 | −0.043 |
6 | −0.019 | −0.012 | −0.017 | −0.014 | −0.016 | −0.014 | −0.016 | −0.014 | −0.015 | −0.014 | −0.013 | −0.013 |
7 | −0.010 | −0.021 | −0.006 | −0.019 | −0.005 | −0.018 | −0.004 | −0.018 | −0.003 | −0.017 | −0.001 | −0.017 |
8 | 0.000 | 0.000 | 0.000 | 0.004 | 0.000 | 0.006 | 0.000 | 0.007 | 0.000 | 0.008 | −0.001 | 0.012 |
9 | 0.001 | −0.001 | 0.001 | 0.000 | 0.001 | 0.000 | 0.001 | −0.001 | 0.001 | −0.001 | 0.001 | −0.002 |
Table A10.
Values fobj,i,j, [-] of the matrix fobj of object displacement forms for n = 32, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements fobj,i,i (i = j) are given in bold).
Table A10.
Values fobj,i,j, [-] of the matrix fobj of object displacement forms for n = 32, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements fobj,i,i (i = j) are given in bold).
i | kfou, MN/m |
---|
50 | 100 | 150 | 200 | 250 | Rigid |
---|
fobj,i,1 | fobj,i,1 | fobj,i,1 | fobj,i,1 | fobj,i,1 | fobj,i,1 |
---|
fobj,i,2 | fobj,i,3 | fobj,i,2 | fobj,i,3 | fobj,i,2 | fobj,i,3 | fobj,i,2 | fobj,i,3 | fobj,i,2 | fobj,i,3 | fobj,i,2 | fobj,i,3 |
---|
1 | 0.387 | 0.497 | 0.569 | 0.661 | 0.661 | 0.930 |
0.294 | 0.179 | 0.363 | 0.207 | 0.409 | 0.226 | 0.442 | 0.240 | 0.470 | 0.252 | 0.664 | 0.654 |
2 | 0.290 | 0.352 | 0.391 | 0.442 | 0.442 | 0.589 |
0.350 | 0.261 | 0.453 | 0.331 | 0.523 | 0.378 | 0.575 | 0.413 | 0.617 | 0.443 | 0.916 | 0.654 |
3 | 0.195 | 0.220 | 0.236 | 0.257 | 0.257 | 0.317 |
0.297 | 0.318 | 0.374 | 0.421 | 0.426 | 0.492 | 0.464 | 0.545 | 0.495 | 0.617 | 0.712 | 0.907 |
4 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 |
0.000 | 0.261 | 0.000 | 0.331 | 0.000 | 0.378 | 0.000 | 0.413 | 0.000 | 0.443 | 0.000 | 0.654 |
5 | 0.059 | 0.052 | 0.050 | 0.048 | 0.048 | 0.045 |
0.137 | 0.179 | 0.149 | 0.207 | 0.159 | 0.226 | 0.166 | 0.240 | 0.172 | 0.252 | 0.217 | 0.340 |
6 | 0.016 | 0.005 | −0.001 | −0.007 | −0.007 | −0.020 |
0.071 | 0.105 | 0.069 | 0.111 | 0.069 | 0.116 | 0.069 | 0.120 | 0.070 | 0.123 | 0.078 | 0.152 |
7 | −0.008 | −0.018 | −0.023 | −0.028 | −0.028 | −0.041 |
0.026 | 0.050 | 0.018 | 0.044 | 0.014 | 0.042 | 0.012 | 0.041 | 0.010 | 0.040 | 0.002 | 0.037 |
8 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 |
0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 |
9 | −0.020 | −0.020 | −0.020 | −0.019 | −0.019 | −0.019 |
−0.018 | −0.012 | −0.025 | −0.022 | −0.029 | −0.028 | −0.031 | −0.032 | −0.033 | −0.035 | −0.045 | −0.054 |
Table A11.
Values ffou,i,j, [-] of the matrix ffou of support displacement forms for n = 3, 4, 8, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements ffou,j,j (i = j) are given in bold).
Table A11.
Values ffou,i,j, [-] of the matrix ffou of support displacement forms for n = 3, 4, 8, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements ffou,j,j (i = j) are given in bold).
n | ffou,i,j | kfou, MN/m |
---|
50 | 100 | 150 | 200 | 250 | Rigid |
---|
3 | ffou,1,1 | 0 | 0 | 0 | 0 | 0 | 0 |
ffou,1,2 | 0 | 0 | 0 | 0 | 0 | 0 |
4 | ffou,1,1 | −0.047 | −0.026 | −0.018 | −0.014 | −0.011 | 0 |
ffou,2,1 | 0.045 | 0.025 | 0.017 | 0.013 | 0.010 | 0 |
ffou,3,1 | −0.043 | −0.024 | −0.016 | −0.013 | −0.010 | 0 |
8 | ffou,1,1 | −0.232 | −0.147 | −0.108 | −0.086 | −0.070 | 0 |
ffou,2,1 | 0.146 | 0.096 | 0.072 | 0.057 | 0.047 | 0 |
ffou,3,1 | −0.015 | −0.016 | −0.013 | −0.011 | −0.010 | 0 |
ffou,4,1 | −0.014 | −0.007 | −0.005 | −0.004 | −0.003 | 0 |
ffou,5,1 | −0.001 | 0.001 | 0.001 | −0.004 | 0.001 | 0 |
Table A12.
Values ffou,i,j, [-] of the matrix ffou of support displacement forms for n = 16, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements ffou,j,j (i = j) are given in bold).
Table A12.
Values ffou,i,j, [-] of the matrix ffou of support displacement forms for n = 16, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements ffou,j,j (i = j) are given in bold).
i | kfou, MN/m |
---|
50 | 100 | 150 | 200 | 250 | Rigid |
---|
ffou,i,1 | ffou,i,2 | ffou,i,1 | ffou,i,2 | ffou,i,1 | ffou,i,2 | ffou,i,1 | ffou,i,2 | ffou,i,1 | ffou,i,2 | ffou,i,1 | ffou,i,2 |
---|
1 | −0.433 | 0.193 | −0.315 | 0.154 | −0.248 | 0.128 | −0.205 | 0.108 | −0.173 | 0.093 | 0 | 0 |
2 | 0.187 | −0.501 | 0.146 | −0.380 | 0.119 | −0.306 | 0.100 | −0.257 | 0.085 | −0.219 | 0 | 0 |
3 | 0.065 | 0.193 | 0.040 | 0.154 | 0.029 | 0.128 | 0.023 | 0.108 | 0.019 | 0.093 | 0 | 0 |
4 | 0.002 | 0.074 | −0.005 | 0.051 | −0.006 | 0.040 | −0.006 | 0.032 | −0.005 | 0.027 | 0 | 0 |
5 | −0.020 | 0.001 | −0.015 | −0.006 | −0.012 | −0.007 | −0.010 | −0.007 | −0.008 | −0.006 | 0 | 0 |
6 | −0.012 | −0.007 | −0.007 | −0.006 | −0.005 | −0.005 | −0.004 | −0.004 | −0.003 | −0.003 | 0 | 0 |
7 | −0.006 | −0.012 | −0.003 | −0.008 | −0.002 | −0.006 | −0.001 | −0.005 | −0.001 | −0.004 | 0 | 0 |
8 | 0.000 | 0.000 | 0.000 | 0.002 | 0.000 | 0.002 | 0.000 | 0.002 | 0.000 | 0.002 | 0 | 0 |
9 | 0.001 | 0.000 | 0.001 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0 | 0 |
Table A13.
Values ffou,i,j, [-] of the matrix ffou of support displacement forms for n = 32, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements ffou,j,j (i = j) are given in bold).
Table A13.
Values ffou,i,j, [-] of the matrix ffou of support displacement forms for n = 32, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid (elements ffou,j,j (i = j) are given in bold).
i | kfou, MN/m |
---|
50 | 100 | 150 | 200 | 250 | Rigid |
---|
ffou,i,1 | ffou,i,1 | ffou,i,1 | ffou,i,1 | ffou,i,1 | ffou,i,1 |
---|
ffou,i,2 | ffou,i,3 | ffou,i,2 | ffou,i,3 | ffou,i,2 | ffou,i,3 | ffou,i,2 | ffou,i,3 | ffou,i,2 | ffou,i,3 | ffou,i,2 | ffou,i,3 |
---|
1 | −0.596 | −0.476 | −0.397 | −0.342 | −0.296 | 0 |
0.175 | 0.106 | 0.153 | 0.088 | 0.134 | 0.074 | 0.118 | 0.065 | 0.105 | 0.057 | 0 | 0 |
2 | 0.172 | 0.148 | 0.128 | 0.112 | 0.098 | 0 |
−0.632 | 0.155 | −0.517 | 0.140 | −0.439 | 0.124 | −0.382 | 0.111 | −0.334 | 0.099 | 0 | 0 |
3 | 0.116 | 0.093 | 0.077 | 0.066 | 0.057 | 0 |
0.177 | −0.663 | 0.158 | −0.548 | 0.140 | −0.468 | 0.124 | −0.409 | 0.110 | −0.359 | 0 | 0 |
4 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0 |
0.000 | 0.155 | 0.000 | 0.140 | 0.000 | 0.124 | 0.000 | 0.111 | 0.000 | 0.099 | 0 | 0 |
5 | 0.035 | 0.022 | 0.016 | 0.013 | 0.011 | 0 |
0.081 | 0.106 | 0.063 | 0.087 | 0.052 | 0.074 | 0.044 | 0.064 | 0.038 | 0.056 | 0 | 0 |
6 | 0.009 | 0.002 | 0.000 | −0.001 | −0.001 | 0 |
0.042 | 0.062 | 0.029 | 0.047 | 0.023 | 0.038 | 0.019 | 0.032 | 0.016 | 0.027 | 0 | 0 |
7 | −0.005 | −0.008 | −0.007 | −0.007 | −0.006 | 0 |
0.015 | 0.030 | 0.008 | 0.019 | 0.005 | 0.014 | 0.003 | 0.011 | 0.002 | 0.009 | 0 | 0 |
8 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0 |
0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0 | 0 |
9 | −0.012 | −0.008 | −0.006 | −0.005 | −0.004 | |
−0.011 | −0.007 | −0.011 | −0.009 | −0.009 | −0.009 | −0.008 | −0.008 | −0.007 | −0.008 | 0 | 0 |
Table A14.
Work done by the jacks during the forced piston extension in all the jacks by uext = 1 mm and mean displacement of the object uobj-mean for n = 3, 4, 8, 16 and 32, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid.
Table A14.
Work done by the jacks during the forced piston extension in all the jacks by uext = 1 mm and mean displacement of the object uobj-mean for n = 3, 4, 8, 16 and 32, kfou = 50, 100, 150, 200, 250 MN/m and kfou-rigid.
n | kfou, MN/m | 50 | 100 | 150 | 200 | 250 | Rigid |
---|
3 | W, kJ | 1.347 | 1.347 | 1.347 | 1.347 | 1.347 | 1.347 |
uobj-mean, mm | 1 | 1 | 1 | 1 | 1 | 1 |
W/uobj-mean kJ/mm | 1.347 | 1.347 | 1.347 | 1.347 | 1.347 | 1.347 |
4 | W, kJ | 1.347 | 1.347 | 1.347 | 1.347 | 1.347 | 1.347 |
uobj-mean, mm | 1.031 | 1.035 | 1.035 | 1.036 | 1.035 | 1.038 |
W/uobj-mean kJ/mm | 1.306 | 1.301 | 1.301 | 1.300 | 1.301 | 1.297 |
8 | W, kJ | 1.347 | 1.347 | 1.347 | 1.347 | 1.347 | 1.347 |
uobj-mean, mm | 1.151 | 1.193 | 1.212 | 1.226 | 1.233 | 1.272 |
W/uobj-mean kJ/mm | 1.170 | 1.129 | 1.111 | 1.098 | 1.092 | 1.059 |
16 | W, kJ | 1.366 | 1.362 | 1.359 | 1.357 | 1.356 | 1.350 |
uobj-mean, mm | 1.307 | 1.461 | 1.547 | 1.606 | 1.657 | 1.923 |
W/uobj-mean kJ/mm | 1.045 | 0.932 | 0.879 | 0.845 | 0.818 | 0.702 |
32 | W, kJ | 1.373 | 1.387 | 1.396 | 1.403 | 1.409 | 1.448 |
uobj-mean, mm | 1.414 | 1.677 | 1.857 | 1.995 | 2.106 | 2.911 |
W/uobj-mean kJ/mm | 0.971 | 0.827 | 0.752 | 0.703 | 0.669 | 0.497 |
Table A15.
Force Qg, in the jacks depending on the n number of the jacks and stiffness kfou of jack supports.
Table A15.
Force Qg, in the jacks depending on the n number of the jacks and stiffness kfou of jack supports.
n | Qg,i | kfou, MN/m |
---|
50 | 100 | 150 | 200 | 250 | rigid |
---|
3 | Qg,1, kN | 431.30 | 431.30 | 431.30 | 431.30 | 431.30 | 431.30 |
Qg,2, kN | 457.80 | 457.80 | 457.80 | 457.80 | 457.80 | 457.80 |
4 | Qg,1, kN | 336.72 | 336.72 | 336.72 | 336.72 | 336.72 | 336.72 |
8 | Qg,1, kN | 168.35 | 168.35 | 168.35 | 168.35 | 168.35 | 168.35 |
16 | Qg,1, kN | 66.65 | 60.05 | 56.59 | 54.46 | 52.90 | 45.50 |
Qg,2, kN | 101.69 | 108.28 | 111.74 | 113.86 | 115.43 | 122.82 |
32 | Qg,1, kN | 21.33 | 13.49 | 9.37 | 6.83 | 4.96 | −3.89 |
Qg,2, kN | 46.21 | 47.83 | 48.69 | 49.22 | 49.62 | 51.51 |
Qg,3, kN | 54.60 | 59.27 | 61.70 | 63.19 | 64.28 | 69.42 |