Commit ae683bc3 authored by Jenni Rinker's avatar Jenni Rinker
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updating comments in data files

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......@@ -2,7 +2,7 @@
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#1 user_mads generated blade
r m x_cg y_cg ri_x ri_y x_sh y_sh E G I_x I_y I_p k_x k_y A pitch x_e y_e
$1 51
$1 51 Flexible.
0.00000E+00 1.1895105466400E+03 -4.1985179888300E-03 -3.5059579962800E-03 1.8239678497000E+00 1.7652157267900E+00 -2.8895401584900E-03 -9.4599884510700E-03 1.2612377674200E+10 2.5268066213700E+09 4.9056946702000E+00 4.8374310003100E+00 1.0865806875700E+01 5.4521445328300E-01 7.0390231177000E-01 1.4102146887000E+00 0.0000000000000E+00 -4.8664183717200E-03 -3.2299906894700E-03
2.01520E+00 1.1916429178100E+03 -5.4439618321400E-03 -3.6461930390600E-03 1.8246920921200E+00 1.7649629604400E+00 -3.5783050873700E-03 -9.6016500280400E-03 1.2641876417300E+10 2.5276482488700E+09 4.9182734570600E+00 4.8344692993600E+00 1.0870970474400E+01 5.4567075087300E-01 7.0296982118200E-01 1.4113489447500E+00 0.0000000000000E+00 -6.2728509253100E-03 -3.2995773596300E-03
3.74238E+00 1.2027669426200E+03 -1.1758111526700E-02 -5.6973155683300E-03 1.8195763302200E+00 1.7597984568100E+00 -1.5968655690400E-03 -8.4783174736300E-03 1.2511695058500E+10 2.4801493132600E+09 5.0349891054500E+00 4.8856674936400E+00 1.1017030141900E+01 5.5044546998400E-01 6.9372627938000E-01 1.4452331796800E+00 0.0000000000000E+00 -6.1267365999800E-03 -4.1121893323100E-03
......@@ -55,7 +55,7 @@ $1 51
8.50712E+01 2.5203987686600E+01 4.7444236865700E-02 1.3232007723600E-02 1.1057756238200E-01 3.7522671548200E-01 2.7092927703800E-01 1.7296215940000E-02 8.7020618876500E+09 2.5541534143000E+09 5.1676828652800E-04 4.7938390658900E-03 1.1493908905300E-03 7.1661128383900E-01 2.5507790440300E-01 3.5325331574900E-02 -7.9326366953800E-01 6.8887947528100E-02 1.2195780995700E-02
8.63660E+01 1.5424386826700E+01 1.4977437285700E-02 9.6772078146300E-03 7.2485884256900E-02 2.6978743301300E-01 1.8115448297600E-01 1.1928398382200E-02 6.8496387278100E+09 2.2405486509300E+09 1.5000347815300E-04 1.8562282673700E-03 3.5406704445100E-04 6.8561274475800E-01 2.1749241825900E-01 2.5140405217300E-02 -9.5490574931100E-01 2.0912754777200E-02 9.1410476845300E-03
r m x_cg y_cg ri_x ri_y x_sh y_sh E G I_x I_y I_p k_x k_y A pitch x_e y_e
$2 51
$2 51 Stiff.
0.00000E+00 1.1895105466400E+03 -4.1985179888300E-03 -3.5059579962800E-03 1.8239678497000E+00 1.7652157267900E+00 -2.8895401584900E-03 -9.4599884510700E-03 1.2612377674200E+17 2.5268066213700E+18 4.9056946702000E+00 4.8374310003100E+00 1.0865806875700E+01 5.4521445328300E-01 7.0390231177000E-01 1.4102146887000E+00 0.0000000000000E+00 -4.8664183717200E-03 -3.2299906894700E-03
2.01520E+00 1.1916429178100E+03 -5.4439618321400E-03 -3.6461930390600E-03 1.8246920921200E+00 1.7649629604400E+00 -3.5783050873700E-03 -9.6016500280400E-03 1.2641876417300E+17 2.5276482488700E+18 4.9182734570600E+00 4.8344692993600E+00 1.0870970474400E+01 5.4567075087300E-01 7.0296982118200E-01 1.4113489447500E+00 0.0000000000000E+00 -6.2728509253100E-03 -3.2995773596300E-03
3.74238E+00 1.2027669426200E+03 -1.1758111526700E-02 -5.6973155683300E-03 1.8195763302200E+00 1.7597984568100E+00 -1.5968655690400E-03 -8.4783174736300E-03 1.2511695058500E+17 2.4801493132600E+18 5.0349891054500E+00 4.8856674936400E+00 1.1017030141900E+01 5.5044546998400E-01 6.9372627938000E-01 1.4452331796800E+00 0.0000000000000E+00 -6.1267365999800E-03 -4.1121893323100E-03
......
#1 Hub Changed 5.11.2012 by MHHA: Mass per unit-length should not be too low
r m x_cg y_cg ri_x ri_y x_sh y_sh E G I_x I_y I_p k_x k_y A pitch x_e y_e
$1 2 hub. flexible
$1 2 Flexible.
0 1.0 0 0 1.50E+00 1.50E+00 0 0 2.10E+11 8.08E+10 5.52E-00 5.52E-00 1.10E+00 0.5 0.5 2.98E-01 0 0 0
2.8 1.0 0 0 1.50E+00 1.50E+00 0 0 2.10E+11 8.08E+10 5.52E-00 5.52E-00 1.10E+00 0.5 0.5 2.98E-01 0 0 0
r m x_cg y_cg ri_x ri_y x_sh y_sh E G I_x I_y I_p k_x k_y A pitch x_e y_e
$2 2 hub. stiff
$2 2 Stiff.
0 1.0 0 0 1.50E+00 1.50E+00 0 0 2.10E+16 8.08E+15 5.52E-00 5.52E-00 1.10E+00 0.5 0.5 2.98E-01 0 0 0
2.8 1.0 0 0 1.50E+00 1.50E+00 0 0 2.10E+16 8.08E+15 5.52E-00 5.52E-00 1.10E+00 0.5 0.5 2.98E-01 0 0 0
#1 Shaft
r m x_cg y_cg ri_x ri_y x_sh y_sh E G I_x I_y I_p k_x k_y A pitch x_e y_e
$1 2 shaft with hub mass on last element. flexible
$1 2 Flexibile.
0.0 1.00E+00 0 0 0.2 0.2 0 0 2.10E+11 8.08E+10 1.00E+00 1.00E+00 0.2036 0.5 0.5 10 0 0 0
7.1 1.00E+00 0 0 0.2 0.2 0 0 2.10E+11 8.08E+10 1.00E+00 1.00E+00 0.2036 0.5 0.5 10 0 0 0
r m x_cg y_cg ri_x ri_y x_sh y_sh E G I_x I_y I_p k_x k_y A pitch x_e y_e
$2 2 shaft with hub mass on last element. stiff
$2 2 Stiff.
0.0 1.00E+00 0 0 0.2 0.2 0 0 2.10E+16 8.08E+17 1.00E+00 1.00E+00 0.2036 0.5 0.5 10 0 0 0
7.1 1.00E+00 0 0 0.2 0.2 0 0 2.10E+16 8.08E+17 1.00E+00 1.00E+00 0.2036 0.5 0.5 10 0 0 0
#1 Tower made by anyd 25.02.2013
r m x_cg y_cg ri_x ri_y x_sh y_sh E G I_x I_y I_p k_x k_y A pitch x_e y_e
$1 20
$1 20 Flexible.
0.000 8.3837E+03 0.0000E+00 0.0000E+00 2.9211E+00 2.9211E+00 0.0000E+00 0.0000E+00 2.1000E+11 8.0769E+10 8.4160E+00 8.4160E+00 1.6832E+01 5.0000E-01 5.0000E-01 9.8632E-01 0.0000E+00 0.0000E+00 0.0000E+00
11.500 8.1012E+03 0.0000E+00 0.0000E+00 2.8226E+00 2.8226E+00 0.0000E+00 0.0000E+00 2.1000E+11 8.0769E+10 7.5934E+00 7.5934E+00 1.5187E+01 5.0000E-01 5.0000E-01 9.5308E-01 0.0000E+00 0.0000E+00 0.0000E+00
11.501 7.6767E+03 0.0000E+00 0.0000E+00 2.8233E+00 2.8233E+00 0.0000E+00 0.0000E+00 2.1000E+11 8.0769E+10 7.1991E+00 7.1991E+00 1.4398E+01 5.0000E-01 5.0000E-01 9.0314E-01 0.0000E+00 0.0000E+00 0.0000E+00
......@@ -21,7 +21,7 @@ $1 20
103.500 3.3908E+03 0.0000E+00 0.0000E+00 2.0406E+00 2.0406E+00 0.0000E+00 0.0000E+00 2.1000E+11 8.0769E+10 1.6611E+00 1.6611E+00 3.3223E+00 5.0000E-01 5.0000E-01 3.9891E-01 0.0000E+00 0.0000E+00 0.0000E+00
103.501 3.0836E+03 0.0000E+00 0.0000E+00 2.0413E+00 2.0413E+00 0.0000E+00 0.0000E+00 2.1000E+11 8.0769E+10 1.5117E+00 1.5117E+00 3.0234E+00 5.0000E-01 5.0000E-01 3.6277E-01 0.0000E+00 0.0000E+00 0.0000E+00
115.630 2.9267E+03 0.0000E+00 0.0000E+00 1.9375E+00 1.9375E+00 0.0000E+00 0.0000E+00 2.1000E+11 8.0769E+10 1.2925E+00 1.2925E+00 2.5850E+00 5.0000E-01 5.0000E-01 3.4432E-01 0.0000E+00 0.0000E+00 0.0000E+00
$2 20
$2 20 Stiff.
0.000 8.3837E+03 0.0000E+00 0.0000E+00 2.9211E+00 2.9211E+00 0.0000E+00 0.0000E+00 2.1000E+17 8.0769E+17 8.4160E+00 8.4160E+00 1.6832E+01 5.0000E-01 5.0000E-01 9.8632E-01 0.0000E+00 0.0000E+00 0.0000E+00
11.500 8.1012E+03 0.0000E+00 0.0000E+00 2.8226E+00 2.8226E+00 0.0000E+00 0.0000E+00 2.1000E+17 8.0769E+17 7.5934E+00 7.5934E+00 1.5187E+01 5.0000E-01 5.0000E-01 9.5308E-01 0.0000E+00 0.0000E+00 0.0000E+00
11.501 7.6767E+03 0.0000E+00 0.0000E+00 2.8233E+00 2.8233E+00 0.0000E+00 0.0000E+00 2.1000E+17 8.0769E+17 7.1991E+00 7.1991E+00 1.4398E+01 5.0000E-01 5.0000E-01 9.0314E-01 0.0000E+00 0.0000E+00 0.0000E+00
......
#1 Tower top
r m x_cg y_cg ri_x ri_y x_sh y_sh E G I_x I_y I_p k_x k_y A pitch x_e y_e
$1 2 towertop with nacelle mass on bottom element. flexible
$1 2 Flexible.
0.0 1.00E-04 0 0 1.36E+00 1.36E+00 0 0 2.10E+11 8.08E+10 5.52E-01 5.52E-01 1.10E+00 0.5 0.5 2.98E-01 0 0 0
2.75 1.00E-04 0 0 1.36E+00 1.36E+00 0 0 2.10E+11 8.08E+10 5.52E-01 5.52E-01 1.10E+00 0.5 0.5 2.98E-01 0 0 0
r m x_cg y_cg ri_x ri_y x_sh y_sh E G I_x I_y I_p k_x k_y A pitch x_e y_e
$2 2 towertop with nacelle mass on bottom element. Stiff
$2 2 Stiff.
0.0 1.00E-04 0 0 1.36E+00 1.36E+00 0 0 2.10E+17 8.08E+17 5.52E-01 5.52E-01 1.10E+00 0.5 0.5 2.98E-01 0 0 0
2.75 1.00E-04 0 0 1.36E+00 1.36E+00 0 0 2.10E+17 8.08E+17 5.52E-01 5.52E-01 1.10E+00 0.5 0.5 2.98E-01 0 0 0
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