It looks like the same as I wrote earlier memory limitation.
I modified the example: DiskasShell03_TAUCS, I changed the geometry to parametric to be able to control the number of elements:
**------------------------------------------------------------------------------
**
** Universal file to Abaqus/Calculix Konverter
** D:\software\Calculix\Konverter\Unv-Konverter\unical\unical4.exe
** converted input file DiskasShell02.unv
** Tue Jun 29 14:43:35 2021
**
** Changes vs. DiskasShell02a.inp:
** all 11 frequencies vs. just 1.
**------------------------------------------------------------------------------
*HEADING
DiskasShell02.unv, Tue Jun 29 14:43:35 2021
*INCLUDE,INPUT=S8R.msh
*INCLUDE,INPUT=InnerNodes.nam
** Polycarbonat from CDs/DVDs
** Source: Philips Master Thesis (p. 59)
** Metric system: kg, mm, s
*material, name=Polycarbonat
*elastic
2.5E+06, 0.35
*density
1.218E-06
*shell section, material=Polycarbonat, elset=ES8R
0.6,
*BOUNDARY
NInnerNodes,1,6
*Step,nlgeom
Static,SOLVER=TAUCS
**
** small rotation to start the diagram on the horizontal axis near 0:
dload
** 1. rotations per second → Omega**2 = 4pipi = :
ES8R,centrif,157.91,0.,0.,0.,0.,0.,1.
*el print,elset=ES8R,TOTALS=ONLY
EVOL,EMAS
*Node File
U,
*EL File
S,
*end step
** 40 Eigenfrequencies should be sufficient according to the reference: p. 59, h=1.12 mm
*step, perturbation
*frequency,STORAGE=YES
40,
*el print
*end step
** reference has 20 Eigenfrequencies on reference diagram p. 59 for h=1.12 mm, as non-rotating step should match above settings
*step, perturbation
*complex frequency, CORIOLIS
20,
*end step
*Step,nlgeom
*Static,SOLVER=TAUCS
**
** value after centrif is rotational speed squared (Omega2):
** 10 RPS (Rotations per second)–> Omega2 = 3.9478E+03
** 20 RPS → Omega2 = 1.5791E+04
** 30 RPS → Omega2 = 3.5531E+04
** 40 RPS → Omega2 = 6.3165E+04
** 50 RPS → Omega2 = 9.8696E+04
** 60 RPS → Omega2 = 1.4212E+05
** 70 RPS → Omega2 = 1.9344E+05
** 80 RPS → Omega2 = 2.5266E+05
** 90 RPS → Omega2 = 3.1978E+05
** 100 RPS → Omega2 = 3.9478E+05
*dload
** 10 rotations per second:
ES8R,centrif,3.9478E+03,0.,0.,0.,0.,0.,1.
*el print,elset=ES8R,TOTALS=ONLY
EVOL,EMAS
*Node File
U,
*EL File
S,
*end step
** 40 Eigenfrequencies should be sufficient according to the reference: p. 59, h=1.12 mm
*step,perturbation
*frequency,STORAGE=YES
40,
*el print
*end step
** reference has 20 Eigenfrequencies on reference diagram p. 59 for h=1.12 mm
*step,perturbation
*complex frequency, CORIOLIS
20,
*end step
*Step,nlgeom
*Static,SOLVER=TAUCS
*dload
** 20 rotations per second:
ES8R,centrif,1.5791E+04,0.,0.,0.,0.,0.,1.
*el print,elset=ES8R,TOTALS=ONLY
EVOL,EMAS
*Node File
U,
*EL File
S,
*end step
** 40 Eigenfrequencies should be sufficient according to the reference: p. 59, h=1.12 mm
*step,perturbation
*frequency,STORAGE=YES
40,
*el print
*end step
** reference has 20 Eigenfrequencies on reference diagram p. 59 for h=1.12 mm
*step,perturbation
*complex frequency, CORIOLIS
20,
*end step
*Step,nlgeom
*Static,SOLVER=TAUCS
*dload
** 30 rotations per second:
ES8R,centrif,3.5531E+04,0.,0.,0.,0.,0.,1.
*el print,elset=ES8R,TOTALS=ONLY
EVOL,EMAS
*Node File
U,
*EL File
S,
*end step
** 40 Eigenfrequencies should be sufficient according to the reference: p. 59, h=1.12 mm
*step,perturbation
*frequency,STORAGE=YES
40,
***el print
*end step
** reference has 20 Eigenfrequencies on reference diagram p. 59 for h=1.12 mm
*step,perturbation
*complex frequency, CORIOLIS
20,
*end step
*Step,nlgeom
*Static,SOLVER=TAUCS
*dload
** 40 rotations per second:
ES8R,centrif,6.3165E+04,0.,0.,0.,0.,0.,1.
*el print,elset=ES8R,TOTALS=ONLY
EVOL,EMAS
*Node File
U,
*EL File
S,
*end step
** 40 Eigenfrequencies should be sufficient according to the reference: p. 59, h=1.12 mm
*step,perturbation
*frequency,STORAGE=YES
40,
*el print
*end step
** reference has 20 Eigenfrequencies on reference diagram p. 59 for h=1.12 mm
*step,perturbation
*complex frequency, CORIOLIS
20,
*end step
*Step,nlgeom
*Static,SOLVER=TAUCS
*dload
** 50 rotations per second:
ES8R,centrif,9.8696E+04,0.,0.,0.,0.,0.,1.
***el print,elset=ES8R,TOTALS=ONLY
**EVOL,EMAS
*Node File
U,
*EL File
S,
*end step
** 40 Eigenfrequencies should be sufficient according to the reference: p. 59, h=1.12 mm
*step,perturbation
*frequency,STORAGE=YES
40,
*el print
*end step
** reference has 20 Eigenfrequencies on reference diagram p. 59 for h=1.12 mm
*step,perturbation
*complex frequency, CORIOLIS
20,
*end step
*Step,nlgeom
*Static,SOLVER=TAUCS
*dload
** 60 rotations per second:
ES8R,centrif,1.4212E+05,0.,0.,0.,0.,0.,1.
*el print,elset=ES8R,TOTALS=ONLY
EVOL,EMAS
*Node File
U,
*EL File
S,
*end step
** 40 Eigenfrequencies should be sufficient according to the reference: p. 59, h=1.12 mm
*step,perturbation
*frequency,STORAGE=YES
40,
*el print
*end step
** reference has 20 Eigenfrequencies on reference diagram p. 59 for h=1.12 mm
*step,perturbation
*complex frequency, CORIOLIS
20,
*end step
*Step,nlgeom
*Static,SOLVER=TAUCS
*dload
** 70 rotations per second:
ES8R,centrif,1.9344E+05,0.,0.,0.,0.,0.,1.
*el print,elset=ES8R,TOTALS=ONLY
EVOL,EMAS
*Node File
U,
*EL File
S,
*end step
** 40 Eigenfrequencies should be sufficient according to the reference: p. 59, h=1.12 mm
*step,perturbation
*frequency,STORAGE=YES
40,
*el print
*end step
** reference has 20 Eigenfrequencies on reference diagram p. 59 for h=1.12 mm
*step,perturbation
*complex frequency, CORIOLIS
20,
*end step
*Step,nlgeom
*Static,SOLVER=TAUCS
*dload
** 80 rotations per second:
ES8R,centrif,2.5266E+05,0.,0.,0.,0.,0.,1.
*el print,elset=ES8R,TOTALS=ONLY
EVOL,EMAS
*Node File
U,
*EL File
S,
*end step
** 40 Eigenfrequencies should be sufficient according to the reference: p. 59, h=1.12 mm
*step,perturbation
*frequency,STORAGE=YES
40,
*el print
*end step
** reference has 20 Eigenfrequencies on reference diagram p. 59 for h=1.12 mm
*step,perturbation
*complex frequency, CORIOLIS
20,
*end step
*Step,nlgeom
*Static,SOLVER=TAUCS
*dload
** 90 rotations per second:
ES8R,centrif,3.1978E+05,0.,0.,0.,0.,0.,1.
*el print,elset=ES8R,TOTALS=ONLY
EVOL,EMAS
*Node File
U,
*EL File
S,
*end step
** 40 Eigenfrequencies should be sufficient according to the reference: p. 59, h=1.12 mm
*step,perturbation
*frequency,STORAGE=YES
40,
*el print
*end step
** reference has 20 Eigenfrequencies on reference diagram p. 59 for h=1.12 mm
*step,perturbation
*complex frequency, CORIOLIS
20,
*end step
*Step,nlgeom
*Static,SOLVER=TAUCS
*dload
** 100 rotations per second:
ES8R,centrif,3.9478E+05,0.,0.,0.,0.,0.,1.
*el print,elset=ES8R,TOTALS=ONLY
EVOL,EMAS
*Node File
U,
*EL File
S,
*end step
** 40 Eigenfrequencies should be sufficient according to the reference: p. 59, h=1.12 mm
*step,perturbation
*frequency,STORAGE=YES
40,
*el print
*end step
** reference has 20 Eigenfrequencies on reference diagram p. 59 for h=1.12 mm
*step,perturbation
*complex frequency, CORIOLIS
20,
*end step
and geometry file (cgx.fbd):
ULIN test
asgn n 3
SETO S8R
SETO S8R0
pnt ps0 0.0 0.0 0.0
pnt ps1 15.0 0.0 0.0
pnt ps2 60.0 0.0 0.0
pnt ps3 0.0 60.0 0.0
pnt ps4 0.0 15.0 0.0
line ls1 ps1 ps2
line ls2 ps2 ps3 ps0
line ls3 ps3 ps4
line ls4 ps4 ps1 ps0
surf As1 ls1 ls2 ls3 ls4
seta fix_f l ls1 ls3
seta master l ls4
seta load l ls2
seta dls1 l ls1 ls3
seta dls2 l ls2 ls4
SETC S8R0
seta InnerNodes l ls4
if 1 == 1
valu count 0
valu inc 1
valu ilosc 3.0
valu name S8R
while count < ilosc
valu count int count
valu In_name & name count
valu count2 + count 1
valu count2 int count2
valu Out_name & name count2
copy In_name Out_name rot z 90.0 a
valu count + count inc
endwhile
endif
SETC S8R
merg p S8R
merg l S8R
div dls1 10
div dls2 22
elty all qu8r
#elty all qu4er
mesh S8R
send S8R abq
comp InnerNodes do
comp InnerNodes do
send InnerNodes abq nam
OK:
div dls1 10
div dls2 22
NOK:
div dls1 10
div dls2 24