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/COM,ANSYS RELEASE 11.0SP1 UP20070830 11:45:20 06/22/2011
/COM,ANSYS RELEASE 11.0SP1 UP20070830 11:45:39 06/22/2011
*** WARNING *** CP = 206.625 TIME= 11:50:09
There are 4 small equation solver pivot terms.
*** ERROR *** CP = 206.641 TIME= 11:50:09
The value of UY at node 5616 is 3.045969419E+10. It is greater than
the current limit of 1000000. This generally indicates rigid body
motion as a result of an unconstrained model. Verify that your model
is properly constrained.
*** ERROR *** CP = 206.703 TIME= 11:50:15
*** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***
Rigid body motion can also occur when net section yielding has
occurred resulting in large displacements for small increments of load
or when buckling has occurred. You can plot the time history curve
for node 5616 in the UY direction to check for stiffness (slope of the
curve) approaching zero.
*** WARNING *** CP = 216.922 TIME= 11:50:28
There are 1 small equation solver pivot terms.
*** ERROR *** CP = 216.953 TIME= 11:50:28
The value of UY at node 3108 is 2.6154828E+09. It is greater than the
current limit of 1000000. This generally indicates rigid body motion
as a result of an unconstrained model. Verify that your model is
properly constrained.
*** ERROR *** SUPPRESSED MESSAGE CP = 216.984 TIME= 11:50:31
*** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***
Rigid body motion can also occur when net section yielding has
occurred resulting in large displacements for small increments of load
or when buckling has occurred. You can plot the time history curve
for node 3108 in the UY direction to check for stiffness (slope of the
curve) approaching zero.
*** WARNING *** SUPPRESSED MESSAGE CP = 224.734 TIME= 11:50:39
There are 1 small equation solver pivot terms.
*** ERROR *** SUPPRESSED MESSAGE CP = 224.750 TIME= 11:50:39
The value of UY at node 3108 is 2.6154828E+09. It is greater than the
current limit of 1000000. This generally indicates rigid body motion
as a result of an unconstrained model. Verify that your model is
properly constrained.
*** ERROR *** SUPPRESSED MESSAGE CP = 224.750 TIME= 11:50:39
*** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***
Rigid body motion can also occur when net section yielding has
occurred resulting in large displacements for small increments of load
or when buckling has occurred. You can plot the time history curve
for node 3108 in the UY direction to check for stiffness (slope of the
curve) approaching zero.
*** WARNING *** SUPPRESSED MESSAGE CP = 232.141 TIME= 11:50:47
There are 2 small equation solver pivot terms.
*** ERROR *** SUPPRESSED MESSAGE CP = 232.172 TIME= 11:50:47
The value of UY at node 1775 is 805153389. It is greater than the
current limit of 1000000. This generally indicates rigid body motion
as a result of an unconstrained model. Verify that your model is
properly constrained.
*** ERROR *** SUPPRESSED MESSAGE CP = 232.172 TIME= 11:50:47
*** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***
Rigid body motion can also occur when net section yielding has
occurred resulting in large displacements for small increments of load
or when buckling has occurred. You can plot the time history curve
for node 1775 in the UY direction to check for stiffness (slope of the
curve) approaching zero.
*** WARNING *** SUPPRESSED MESSAGE CP = 239.391 TIME= 11:50:55
There are 5 small equation solver pivot terms.
*** ERROR *** SUPPRESSED MESSAGE CP = 239.406 TIME= 11:50:55
The value of UX at node 5618 is 527477123. It is greater than the
current limit of 1000000. This generally indicates rigid body motion
as a result of an unconstrained model. Verify that your model is
properly constrained.
*** ERROR *** SUPPRESSED MESSAGE CP = 239.406 TIME= 11:50:55
*** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***
Rigid body motion can also occur when net section yielding has
occurred resulting in large displacements for small increments of load
or when buckling has occurred. You can plot the time history curve
for node 5618 in the UX direction to check for stiffness (slope of the
curve) approaching zero.
*** WARNING *** SUPPRESSED MESSAGE CP = 246.656 TIME= 11:51:04
There are 7 small equation solver pivot terms.
*** ERROR *** SUPPRESSED MESSAGE CP = 246.672 TIME= 11:51:04
The value of UY at node 1609 is 401763800. It is greater than the
current limit of 1000000. This generally indicates rigid body motion
as a result of an unconstrained model. Verify that your model is
properly constrained.
*** ERROR *** SUPPRESSED MESSAGE CP = 246.672 TIME= 11:51:04
*** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***
Rigid body motion can also occur when net section yielding has
occurred resulting in large displacements for small increments of load
or when buckling has occurred. You can plot the time history curve
for node 1609 in the UY direction to check for stiffness (slope of the
curve) approaching zero.
*** WARNING *** SUPPRESSED MESSAGE CP = 253.766 TIME= 11:51:12
There are 7 small equation solver pivot terms.
*** ERROR *** SUPPRESSED MESSAGE CP = 253.781 TIME= 11:51:12
The value of UX at node 5617 is 269309778. It is greater than the
current limit of 1000000. This generally indicates rigid body motion
as a result of an unconstrained model. Verify that your model is
properly constrained.
*** ERROR *** SUPPRESSED MESSAGE CP = 253.781 TIME= 11:51:12
*** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***
Rigid body motion can also occur when net section yielding has
occurred resulting in large displacements for small increments of load
or when buckling has occurred. You can plot the time history curve
for node 5617 in the UX direction to check for stiffness (slope of the
curve) approaching zero.
*** WARNING *** SUPPRESSED MESSAGE CP = 260.953 TIME= 11:51:20
There are 5 small equation solver pivot terms.
*** ERROR *** SUPPRESSED MESSAGE CP = 260.969 TIME= 11:51:20
The value of UY at node 2400 is 199688476. It is greater than the
current limit of 1000000. This generally indicates rigid body motion
as a result of an unconstrained model. Verify that your model is
properly constrained.
*** ERROR *** SUPPRESSED MESSAGE CP = 260.969 TIME= 11:51:20
*** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***
Rigid body motion can also occur when net section yielding has
occurred resulting in large displacements for small increments of load
or when buckling has occurred. You can plot the time history curve
for node 2400 in the UY direction to check for stiffness (slope of the
curve) approaching zero.
*** WARNING *** SUPPRESSED MESSAGE CP = 268.156 TIME= 11:51:28
There are 4 small equation solver pivot terms.
*** ERROR *** SUPPRESSED MESSAGE CP = 268.172 TIME= 11:51:28
The value of UY at node 2609 is 167173923. It is greater than the
current limit of 1000000. This generally indicates rigid body motion
as a result of an unconstrained model. Verify that your model is
properly constrained.
*** ERROR *** SUPPRESSED MESSAGE CP = 268.188 TIME= 11:51:28
*** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***
Rigid body motion can also occur when net section yielding has
occurred resulting in large displacements for small increments of load
or when buckling has occurred. You can plot the time history curve
for node 2609 in the UY direction to check for stiffness (slope of the
curve) approaching zero.
*** WARNING *** SUPPRESSED MESSAGE CP = 268.188 TIME= 11:51:28
The unconverged solution (identified as time 1 substep 999999) is
output for analysis debug purposes. Results should not be used for
any other purpose.
*** WARNING *** CP = 272.891 TIME= 11:55:19
Surface loads on area 152 are not transferred to unselected element
4537.
*** WARNING *** CP = 272.891 TIME= 11:55:19
Surface loads on area 152 are not transferred to unselected element
4538.
*** WARNING *** CP = 272.891 TIME= 11:55:19
Surface loads on area 152 are not transferred to unselected element
4539.
*** WARNING *** CP = 272.891 TIME= 11:55:19
Surface loads on area 152 are not transferred to unselected element
4540.
*** WARNING *** CP = 272.891 TIME= 11:55:19
Surface loads on area 152 are not transferred to unselected element
4541.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.891 TIME= 11:55:19
Surface loads on area 152 are not transferred to unselected element
4542.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.891 TIME= 11:55:19
Surface loads on area 156 are not transferred to unselected element
4544.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.891 TIME= 11:55:19
Surface loads on area 165 are not transferred to unselected element
4543.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.891 TIME= 11:55:19
Surface loads on area 167 are not transferred to unselected element
4544.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.891 TIME= 11:55:19
Surface loads on area 235 are not transferred to unselected element
4545.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.906 TIME= 11:55:19
Surface loads on area 235 are not transferred to unselected element
4546.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.906 TIME= 11:55:19
Surface loads on area 235 are not transferred to unselected element
4547.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.906 TIME= 11:55:20
Surface loads on area 235 are not transferred to unselected element
4548.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.906 TIME= 11:55:20
Surface loads on area 235 are not transferred to unselected element
4549.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.906 TIME= 11:55:20
Surface loads on area 235 are not transferred to unselected element
4550.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.906 TIME= 11:55:20
Surface loads on area 241 are not transferred to unselected element
4551.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.906 TIME= 11:55:20
Surface loads on area 245 are not transferred to unselected element
4552.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.922 TIME= 11:55:20
Surface loads on area 246 are not transferred to unselected element
4552.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.922 TIME= 11:55:20
Surface loads on area 247 are not transferred to unselected element
4553.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.922 TIME= 11:55:20
Surface loads on area 249 are not transferred to unselected element
4553.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.922 TIME= 11:55:20
Surface loads on area 250 are not transferred to unselected element
4554.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.922 TIME= 11:55:20
Surface loads on area 253 are not transferred to unselected element
4555.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.922 TIME= 11:55:20
Surface loads on area 253 are not transferred to unselected element
4556.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.922 TIME= 11:55:20
Surface loads on area 253 are not transferred to unselected element
4557.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.922 TIME= 11:55:20
Surface loads on area 253 are not transferred to unselected element
4558.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.922 TIME= 11:55:20
Surface loads on area 253 are not transferred to unselected element
4559.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.922 TIME= 11:55:20
Surface loads on area 253 are not transferred to unselected element
4560.
*** WARNING *** SUPPRESSED MESSAGE CP = 272.953 TIME= 11:55:20
Out of the 6340 defined elements, only 4212 elements are selected.
*** WARNING *** SUPPRESSED MESSAGE CP = 273.078 TIME= 11:55:29
Element order list length 6340 does not match number of selected
elements 4212
New order vector being created.
*** WARNING *** CP = 318.969 TIME= 11:58:10
A default command range is not provided for the ESEL command.
The ESEL command is ignored.
*** WARNING *** CP = 667.562 TIME= 12:11:10
There are 41 small equation solver pivot terms.
*** WARNING *** CP = 673.734 TIME= 12:11:18
There are 52 small equation solver pivot terms.
*** WARNING *** CP = 676.672 TIME= 12:11:21
There are 6 small equation solver pivot terms.
*** WARNING *** CP = 679.531 TIME= 12:11:25
There are 2 small equation solver pivot terms.
*** WARNING *** CP = 682.469 TIME= 12:11:29
There are 2 small equation solver pivot terms.
*** WARNING *** SUPPRESSED MESSAGE CP = 685.406 TIME= 12:11:32
There are 2 small equation solver pivot terms.
*** ERROR *** SUPPRESSED MESSAGE CP = 685.500 TIME= 12:11:32
One or more elements have become highly distorted. Excessive
distortion of elements is usually a symptom indicating the need for
corrective action elsewhere. Try incrementing the load more slowly
(increase the number of substeps or decrease the time step size). You
may need to improve your mesh to obtain elements with better aspect
ratios. Also consider the behavior of materials, contact pairs,
and/or constraint equations. If this message appears in the first
iteration of first substep, be sure to perform element shape checking.
*** WARNING *** SUPPRESSED MESSAGE CP = 685.500 TIME= 12:11:32
The unconverged solution (identified as time 1 substep 999999) is
output for analysis debug purposes. Results should not be used for
any other purpose.
这个错误是什么意思,要怎么解决啊? |
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