/COM,ANSYS RELEASE 11.0SP1 UP20070830 16:51:05 02/21/2011 *** WARNING *** CP = 2.938 TIME= 17:28:16 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 3.094 TIME= 17:28:16 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 3.281 TIME= 17:28:17 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 5.703 TIME= 17:29:18 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 5.844 TIME= 17:29:18 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 6.000 TIME= 17:29:19 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 13.828 TIME= 17:32:29 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 13.922 TIME= 17:32:29 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 14.047 TIME= 17:32:29 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 16.125 TIME= 17:33:57 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 16.219 TIME= 17:33:57 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 16.359 TIME= 17:33:58 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 19.141 TIME= 17:34:54 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 19.266 TIME= 17:34:54 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 19.453 TIME= 17:34:55 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 23.828 TIME= 17:40:06 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 23.953 TIME= 17:40:07 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 24.109 TIME= 17:40:07 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 24.156 TIME= 17:40:07 Both solid model and finite element model boundary conditions have been applied to this model. As solid loads are transferred to the nodes or elements, they can overwrite directly applied loads. *** WARNING *** CP = 24.203 TIME= 17:40:07 After NUMMRG,NODE, node 102 (and possibly others) is associated with more than one solid model entity. Future commands which depend on the node to solid model connectivity (meshing, mesh clearing, solid boundary condition transfer, etc.) may not operate properly. NUMMRG,KP may correct this problem. *** WARNING *** CP = 29.234 TIME= 17:48:29 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 29.359 TIME= 17:48:29 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 29.516 TIME= 17:48:30 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 31.828 TIME= 17:55:41 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 31.984 TIME= 17:55:42 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 32.141 TIME= 17:55:42 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 35.594 TIME= 17:59:17 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 35.688 TIME= 17:59:17 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 35.875 TIME= 17:59:18 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 40.422 TIME= 18:04:49 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 40.562 TIME= 18:04:49 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 40.703 TIME= 18:04:49 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 42.750 TIME= 18:06:06 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 42.891 TIME= 18:06:06 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 43.047 TIME= 18:06:07 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 45.047 TIME= 18:07:47 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 45.188 TIME= 18:07:47 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 45.312 TIME= 18:07:47 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 46.766 TIME= 18:09:01 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 46.906 TIME= 18:09:01 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 47.047 TIME= 18:09:01 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 47.125 TIME= 18:09:02 Both solid model and finite element model boundary conditions have been applied to this model. As solid loads are transferred to the nodes or elements, they can overwrite directly applied loads. *** WARNING *** CP = 48.500 TIME= 18:10:01 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 48.625 TIME= 18:10:01 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 48.750 TIME= 18:10:01 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 48.812 TIME= 18:10:01 Both solid model and finite element model boundary conditions have been applied to this model. As solid loads are transferred to the nodes or elements, they can overwrite directly applied loads. *** WARNING *** CP = 50.781 TIME= 18:12:23 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 50.922 TIME= 18:12:23 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 51.062 TIME= 18:12:23 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 51.141 TIME= 18:12:23 Both solid model and finite element model boundary conditions have been applied to this model. As solid loads are transferred to the nodes or elements, they can overwrite directly applied loads. *** WARNING *** SUPPRESSED MESSAGE CP = 51.984 TIME= 18:14:30 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 51.984 TIME= 18:14:30 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 52.328 TIME= 18:14:55 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 52.328 TIME= 18:14:55 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 53.484 TIME= 18:16:05 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 53.484 TIME= 18:16:05 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 53.875 TIME= 18:16:22 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 53.875 TIME= 18:16:22 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 54.672 TIME= 18:17:53 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 54.672 TIME= 18:17:53 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 55.047 TIME= 18:18:10 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 55.047 TIME= 18:18:10 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 55.531 TIME= 18:18:35 Some entities requested in the *VGET were undefined. *** WARNING *** SUPPRESSED MESSAGE CP = 55.531 TIME= 18:18:35 Some entities requested in the *VGET were undefined. *** WARNING *** CP = 58.391 TIME= 18:34:26 All selected contact pairs are initially open. Rigid body motion can occur. You may use auto CNOF/ICONT by setting KEYOPT(5) to close small gaps. *** WARNING *** CP = 58.406 TIME= 18:34:26 Max. Friction coef. 0.5 is defined in the model. Switch to the unsymmetric solver (NROP,UNSYM) instead if convergence difficulty is encountered. *** WARNING *** CP = 58.469 TIME= 18:34:26 The only selected contact pair is initially open. Rigid body motion may occur in any portion of the model held in place solely by contact elements. *** WARNING *** CP = 58.672 TIME= 18:35:29 All selected contact pairs are initially open. Rigid body motion can occur. You may use auto CNOF/ICONT by setting KEYOPT(5) to close small gaps. *** WARNING *** CP = 58.688 TIME= 18:35:29 Max. Friction coef. 0.5 is defined in the model. Switch to the unsymmetric solver (NROP,UNSYM) instead if convergence difficulty is encountered. *** WARNING *** CP = 58.734 TIME= 18:35:29 The only selected contact pair is initially open. Rigid body motion may occur in any portion of the model held in place solely by contact elements. *** WARNING *** CP = 60.109 TIME= 18:42:45 The program chosen initial timestep/load-factor is arbitrary. It is necessary for the user to supply a suitable initial timestep/load-factor through the NSUB or DELTIM command for convergence and overall efficiency. *** WARNING *** CP = 60.531 TIME= 18:42:50 All selected contact pairs are initially open. Rigid body motion can occur. You may use auto CNOF/ICONT by setting KEYOPT(5) to close small gaps. *** WARNING *** CP = 60.531 TIME= 18:42:50 Max. Friction coef. 0.5 is defined in the model. Switch to the unsymmetric solver (NROP,UNSYM) instead if convergence difficulty is encountered. *** WARNING *** CP = 61.016 TIME= 18:42:51 There are 3 small equation solver pivot terms. *** WARNING *** CP = 61.469 TIME= 18:42:52 There are 739 small equation solver pivot terms. *** ERROR *** CP = 61.500 TIME= 18:42:52 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 *** CP = 62.016 TIME= 18:43:03 There are 3 small equation solver pivot terms. *** WARNING *** CP = 62.500 TIME= 18:43:04 There are 739 small equation solver pivot terms. *** ERROR *** CP = 62.516 TIME= 18:43:04 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 *** CP = 62.797 TIME= 18:43:07 There are 3 small equation solver pivot terms. *** WARNING *** CP = 63.266 TIME= 18:43:08 There are 739 small equation solver pivot terms. *** ERROR *** CP = 63.266 TIME= 18:43:08 The value of UY at node 2005 is 1723211.6. 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 = 63.344 TIME= 18:43:18 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can check contact status in the SOLUTION module for the converged solutions using CNCHECK. *** ERROR *** CP = 63.391 TIME= 18:43:19 *** 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 2005 in the UY direction to check for stiffness (slope of the curve) approaching zero. *** WARNING *** CP = 63.812 TIME= 18:43:22 There are 3 small equation solver pivot terms. *** WARNING *** CP = 64.188 TIME= 18:43:23 There are 738 small equation solver pivot terms. *** ERROR *** CP = 64.203 TIME= 18:43:23 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 *** CP = 64.578 TIME= 18:43:25 There are 3 small equation solver pivot terms. *** WARNING *** CP = 65.031 TIME= 18:43:26 There are 739 small equation solver pivot terms. *** ERROR *** CP = 65.031 TIME= 18:43:26 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 = 65.469 TIME= 18:43:28 There are 3 small equation solver pivot terms. *** WARNING *** SUPPRESSED MESSAGE CP = 65.922 TIME= 18:43:29 There are 728 small equation solver pivot terms. *** ERROR *** SUPPRESSED MESSAGE CP = 65.922 TIME= 18:43:29 The value of UY at node 2381 is 15066776. 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 = 65.922 TIME= 18:43:29 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can check contact status in the SOLUTION module for the converged solutions using CNCHECK. *** ERROR *** SUPPRESSED MESSAGE CP = 65.922 TIME= 18:43:29 *** 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 2381 in the UY direction to check for stiffness (slope of the curve) approaching zero. *** WARNING *** SUPPRESSED MESSAGE CP = 66.219 TIME= 18:43:30 There are 2 small equation solver pivot terms. *** ERROR *** SUPPRESSED MESSAGE CP = 66.234 TIME= 18:43:30 The value of UY at node 1818 is 1125823.9. 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 = 66.234 TIME= 18:43:30 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can use the CNCHECK command to check the initial contact status in the SOLUTION module. *** ERROR *** CP = 66.391 TIME= 18:43:43 An error occurred while attempting to open the results file pvc.rst. *** ERROR *** CP = 66.453 TIME= 18:43:45 No results file available. /COM,ANSYS RELEASE 11.0SP1 UP20070830 19:23:34 02/21/2011 *** WARNING *** CP = 5.766 TIME= 19:26:13 All selected contact pairs are initially open. Rigid body motion can occur. You may use auto CNOF/ICONT by setting KEYOPT(5) to close small gaps. *** WARNING *** CP = 5.844 TIME= 19:26:13 Max. Friction coef. 0.5 is defined in the model. Switch to the unsymmetric solver (NROP,UNSYM) instead if convergence difficulty is encountered. *** WARNING *** CP = 5.891 TIME= 19:26:13 The only selected contact pair is initially open. Rigid body motion may occur in any portion of the model held in place solely by contact elements. *** WARNING *** CP = 7.391 TIME= 19:28:46 All selected contact pairs are initially open. Rigid body motion can occur. You may use auto CNOF/ICONT by setting KEYOPT(5) to close small gaps. *** WARNING *** CP = 7.391 TIME= 19:28:46 Max. Friction coef. 0.5 is defined in the model. Switch to the unsymmetric solver (NROP,UNSYM) instead if convergence difficulty is encountered. *** WARNING *** CP = 7.953 TIME= 19:28:47 There are 3 small equation solver pivot terms. *** WARNING *** CP = 8.406 TIME= 19:28:49 There are 739 small equation solver pivot terms. *** ERROR *** CP = 8.438 TIME= 19:28:49 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 *** CP = 8.844 TIME= 19:29:04 There are 3 small equation solver pivot terms. *** WARNING *** CP = 9.438 TIME= 19:29:05 There are 739 small equation solver pivot terms. *** ERROR *** CP = 9.453 TIME= 19:29:05 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 *** CP = 9.797 TIME= 19:29:08 There are 3 small equation solver pivot terms. *** WARNING *** CP = 10.266 TIME= 19:29:09 There are 739 small equation solver pivot terms. *** ERROR *** CP = 10.266 TIME= 19:29:09 The value of UY at node 2005 is 1723211.6. 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 = 10.359 TIME= 19:29:17 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can check contact status in the SOLUTION module for the converged solutions using CNCHECK. *** ERROR *** CP = 10.500 TIME= 19:29:47 *** 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 2005 in the UY direction to check for stiffness (slope of the curve) approaching zero. *** WARNING *** CP = 10.922 TIME= 19:29:49 There are 3 small equation solver pivot terms. *** WARNING *** CP = 11.359 TIME= 19:29:50 There are 738 small equation solver pivot terms. *** ERROR *** CP = 11.359 TIME= 19:29:50 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 *** CP = 11.812 TIME= 19:29:53 There are 3 small equation solver pivot terms. *** WARNING *** CP = 12.312 TIME= 19:29:54 There are 739 small equation solver pivot terms. *** ERROR *** CP = 12.312 TIME= 19:29:54 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 *** CP = 12.719 TIME= 19:29:56 There are 3 small equation solver pivot terms. *** WARNING *** SUPPRESSED MESSAGE CP = 13.219 TIME= 19:29:57 There are 728 small equation solver pivot terms. *** ERROR *** SUPPRESSED MESSAGE CP = 13.219 TIME= 19:29:57 The value of UY at node 2381 is 15066776. 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 = 13.219 TIME= 19:29:57 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can check contact status in the SOLUTION module for the converged solutions using CNCHECK. *** ERROR *** SUPPRESSED MESSAGE CP = 13.219 TIME= 19:29:57 *** 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 2381 in the UY direction to check for stiffness (slope of the curve) approaching zero. *** WARNING *** SUPPRESSED MESSAGE CP = 13.578 TIME= 19:29:58 There are 2 small equation solver pivot terms. *** ERROR *** SUPPRESSED MESSAGE CP = 13.594 TIME= 19:29:58 The value of UY at node 1818 is 1125823.9. 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 = 13.594 TIME= 19:29:58 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can use the CNCHECK command to check the initial contact status in the SOLUTION module. *** WARNING *** CP = 13.781 TIME= 19:30:15 All selected contact pairs are initially open. Rigid body motion can occur. You may use auto CNOF/ICONT by setting KEYOPT(5) to close small gaps. *** WARNING *** CP = 13.812 TIME= 19:30:15 Max. Friction coef. 0.5 is defined in the model. Switch to the unsymmetric solver (NROP,UNSYM) instead if convergence difficulty is encountered. *** WARNING *** CP = 13.875 TIME= 19:30:15 All 2 selected contact pairs are initially open. Rigid body motion may occur in any portion of the model held in place solely by contact elements. *** WARNING *** CP = 16.375 TIME= 19:32:10 NLGOEM is not a recognized SOLUTION command, abbreviation, or macro. This command will be ignored. *** WARNING *** CP = 17.125 TIME= 19:32:30 All selected contact pairs are initially open. Rigid body motion can occur. You may use auto CNOF/ICONT by setting KEYOPT(5) to close small gaps. *** WARNING *** CP = 17.125 TIME= 19:32:30 Max. Friction coef. 0.5 is defined in the model. Switch to the unsymmetric solver (NROP,UNSYM) instead if convergence difficulty is encountered. *** WARNING *** CP = 17.578 TIME= 19:32:32 There are 3 small equation solver pivot terms. *** WARNING *** CP = 18.109 TIME= 19:32:33 There are 739 small equation solver pivot terms. *** ERROR *** CP = 18.109 TIME= 19:32:33 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 *** CP = 18.500 TIME= 19:32:39 There are 3 small equation solver pivot terms. *** WARNING *** CP = 18.969 TIME= 19:32:40 There are 739 small equation solver pivot terms. *** ERROR *** CP = 18.984 TIME= 19:32:40 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 *** CP = 19.391 TIME= 19:32:43 There are 3 small equation solver pivot terms. *** WARNING *** CP = 19.891 TIME= 19:32:44 There are 739 small equation solver pivot terms. *** ERROR *** CP = 19.891 TIME= 19:32:44 The value of UY at node 2005 is 1723211.6. 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 = 19.969 TIME= 19:32:46 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can check contact status in the SOLUTION module for the converged solutions using CNCHECK. *** ERROR *** CP = 20.016 TIME= 19:32:47 *** 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 2005 in the UY direction to check for stiffness (slope of the curve) approaching zero. *** WARNING *** CP = 20.375 TIME= 19:32:49 There are 3 small equation solver pivot terms. *** WARNING *** CP = 20.828 TIME= 19:32:50 There are 738 small equation solver pivot terms. *** ERROR *** CP = 20.828 TIME= 19:32:50 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 *** CP = 21.312 TIME= 19:32:53 There are 3 small equation solver pivot terms. *** WARNING *** CP = 21.797 TIME= 19:32:54 There are 739 small equation solver pivot terms. *** ERROR *** CP = 21.797 TIME= 19:32:54 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 *** CP = 22.219 TIME= 19:32:56 There are 3 small equation solver pivot terms. *** WARNING *** SUPPRESSED MESSAGE CP = 22.641 TIME= 19:32:57 There are 728 small equation solver pivot terms. *** ERROR *** SUPPRESSED MESSAGE CP = 22.656 TIME= 19:32:57 The value of UY at node 2381 is 15066776. 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 = 22.656 TIME= 19:32:57 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can check contact status in the SOLUTION module for the converged solutions using CNCHECK. *** ERROR *** SUPPRESSED MESSAGE CP = 22.656 TIME= 19:32:57 *** 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 2381 in the UY direction to check for stiffness (slope of the curve) approaching zero. *** WARNING *** SUPPRESSED MESSAGE CP = 23.031 TIME= 19:32:58 There are 2 small equation solver pivot terms. *** ERROR *** SUPPRESSED MESSAGE CP = 23.047 TIME= 19:32:58 The value of UY at node 1818 is 1125823.9. 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 = 23.047 TIME= 19:32:58 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can use the CNCHECK command to check the initial contact status in the SOLUTION module. *** ERROR *** CP = 23.266 TIME= 19:33:17 An error occurred while attempting to open the results file pvc.rst. *** ERROR *** CP = 23.375 TIME= 19:33:18 No results file available. *** WARNING *** CP = 23.719 TIME= 19:34:53 Invalid option ( ) on the NLHIST command. The NLHIST command is ignored. *** WARNING *** CP = 24.859 TIME= 19:36:04 All selected contact pairs are initially open. Rigid body motion can occur. You may use auto CNOF/ICONT by setting KEYOPT(5) to close small gaps. *** WARNING *** CP = 24.859 TIME= 19:36:04 Max. Friction coef. 0.5 is defined in the model. Switch to the unsymmetric solver (NROP,UNSYM) instead if convergence difficulty is encountered. *** WARNING *** CP = 25.406 TIME= 19:36:06 There are 3 small equation solver pivot terms. *** WARNING *** CP = 25.922 TIME= 19:36:07 There are 739 small equation solver pivot terms. *** ERROR *** CP = 25.938 TIME= 19:36:07 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 *** CP = 26.422 TIME= 19:36:12 There are 3 small equation solver pivot terms. *** WARNING *** CP = 26.875 TIME= 19:36:13 There are 739 small equation solver pivot terms. *** ERROR *** CP = 26.875 TIME= 19:36:13 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 *** CP = 27.375 TIME= 19:36:16 There are 3 small equation solver pivot terms. *** WARNING *** CP = 27.812 TIME= 19:36:17 There are 739 small equation solver pivot terms. *** ERROR *** CP = 27.828 TIME= 19:36:17 The value of UY at node 2005 is 1723211.6. 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 = 27.875 TIME= 19:36:18 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can check contact status in the SOLUTION module for the converged solutions using CNCHECK. *** ERROR *** CP = 27.953 TIME= 19:36:20 *** 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 2005 in the UY direction to check for stiffness (slope of the curve) approaching zero. *** WARNING *** CP = 28.375 TIME= 19:36:40 There are 3 small equation solver pivot terms. *** WARNING *** CP = 28.828 TIME= 19:36:41 There are 738 small equation solver pivot terms. *** ERROR *** CP = 28.844 TIME= 19:36:41 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 *** CP = 29.250 TIME= 19:36:44 There are 3 small equation solver pivot terms. *** WARNING *** CP = 29.766 TIME= 19:36:45 There are 739 small equation solver pivot terms. *** ERROR *** CP = 29.766 TIME= 19:36:45 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 *** CP = 30.203 TIME= 19:36:48 There are 3 small equation solver pivot terms. *** WARNING *** SUPPRESSED MESSAGE CP = 30.609 TIME= 19:36:49 There are 728 small equation solver pivot terms. *** ERROR *** SUPPRESSED MESSAGE CP = 30.625 TIME= 19:36:49 The value of UY at node 2381 is 15066776. 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 = 30.625 TIME= 19:36:49 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can check contact status in the SOLUTION module for the converged solutions using CNCHECK. *** ERROR *** SUPPRESSED MESSAGE CP = 30.625 TIME= 19:36:49 *** 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 2381 in the UY direction to check for stiffness (slope of the curve) approaching zero. *** WARNING *** SUPPRESSED MESSAGE CP = 31.016 TIME= 19:36:50 There are 2 small equation solver pivot terms. *** ERROR *** SUPPRESSED MESSAGE CP = 31.016 TIME= 19:36:50 The value of UY at node 1818 is 1125823.9. 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 = 31.016 TIME= 19:36:50 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can use the CNCHECK command to check the initial contact status in the SOLUTION module. *** WARNING *** CP = 32.391 TIME= 19:42:29 The program chosen initial timestep/load-factor is arbitrary. It is necessary for the user to supply a suitable initial timestep/load-factor through the NSUB or DELTIM command for convergence and overall efficiency. *** WARNING *** CP = 33.047 TIME= 19:42:34 All selected contact pairs are initially open. Rigid body motion can occur. You may use auto CNOF/ICONT by setting KEYOPT(5) to close small gaps. *** WARNING *** CP = 33.047 TIME= 19:42:34 Max. Friction coef. 0.5 is defined in the model. Switch to the unsymmetric solver (NROP,UNSYM) instead if convergence difficulty is encountered. *** WARNING *** CP = 33.469 TIME= 19:42:35 There are 3 small equation solver pivot terms. *** WARNING *** CP = 33.938 TIME= 19:42:37 There are 739 small equation solver pivot terms. *** ERROR *** CP = 33.969 TIME= 19:42:37 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 *** CP = 34.453 TIME= 19:42:43 There are 3 small equation solver pivot terms. *** WARNING *** CP = 34.953 TIME= 19:42:44 There are 739 small equation solver pivot terms. *** ERROR *** CP = 34.953 TIME= 19:42:44 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 *** CP = 35.297 TIME= 19:42:46 There are 3 small equation solver pivot terms. *** WARNING *** CP = 35.797 TIME= 19:42:47 There are 739 small equation solver pivot terms. *** ERROR *** CP = 35.797 TIME= 19:42:47 The value of UY at node 2005 is 1723211.6. 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 = 35.875 TIME= 19:42:49 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can check contact status in the SOLUTION module for the converged solutions using CNCHECK. *** ERROR *** CP = 35.922 TIME= 19:42:50 *** 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 2005 in the UY direction to check for stiffness (slope of the curve) approaching zero. *** WARNING *** CP = 36.266 TIME= 19:42:52 There are 3 small equation solver pivot terms. *** WARNING *** CP = 36.812 TIME= 19:42:53 There are 738 small equation solver pivot terms. *** ERROR *** CP = 36.812 TIME= 19:42:53 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 *** CP = 37.188 TIME= 19:42:55 There are 3 small equation solver pivot terms. *** WARNING *** CP = 37.641 TIME= 19:42:56 There are 739 small equation solver pivot terms. *** ERROR *** CP = 37.641 TIME= 19:42:56 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 = 38.016 TIME= 19:42:59 There are 3 small equation solver pivot terms. *** WARNING *** SUPPRESSED MESSAGE CP = 38.484 TIME= 19:43:00 There are 728 small equation solver pivot terms. *** ERROR *** SUPPRESSED MESSAGE CP = 38.484 TIME= 19:43:00 The value of UY at node 2381 is 15066776. 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 = 38.484 TIME= 19:43:00 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can check contact status in the SOLUTION module for the converged solutions using CNCHECK. *** ERROR *** SUPPRESSED MESSAGE CP = 38.484 TIME= 19:43:00 *** 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 2381 in the UY direction to check for stiffness (slope of the curve) approaching zero. *** WARNING *** SUPPRESSED MESSAGE CP = 38.828 TIME= 19:43:01 There are 2 small equation solver pivot terms. *** ERROR *** SUPPRESSED MESSAGE CP = 38.844 TIME= 19:43:01 The value of UY at node 1818 is 1125823.9. 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 = 38.844 TIME= 19:43:01 *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION *** If one or more parts of the model are held together only by contact verify that the contact surfaces are closed. You can use the CNCHECK command to check the initial contact status in the SOLUTION module. *** WARNING *** CP = 40.797 TIME= 19:46:24 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 40.969 TIME= 19:46:25 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 41.188 TIME= 19:46:25 Both solid model and finite element model boundary conditions have been applied to this model. As solid loads are transferred to the nodes or elements, they can overwrite directly applied loads. *** WARNING *** CP = 41.609 TIME= 19:47:33 After NUMMRG,NODE, node 102 (and possibly others) is associated with more than one solid model entity. Future commands which depend on the node to solid model connectivity (meshing, mesh clearing, solid boundary condition transfer, etc.) may not operate properly. NUMMRG,KP may correct this problem. *** WARNING *** CP = 46.703 TIME= 19:51:42 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 46.875 TIME= 19:51:42 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 47.062 TIME= 19:51:43 Both solid model and finite element model boundary conditions have been applied to this model. As solid loads are transferred to the nodes or elements, they can overwrite directly applied loads. *** WARNING *** CP = 47.094 TIME= 19:51:43 After NUMMRG,NODE, node 102 (and possibly others) is associated with more than one solid model entity. Future commands which depend on the node to solid model connectivity (meshing, mesh clearing, solid boundary condition transfer, etc.) may not operate properly. NUMMRG,KP may correct this problem. *** WARNING *** CP = 62.234 TIME= 19:59:09 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 63.016 TIME= 19:59:10 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 64.000 TIME= 19:59:11 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 64.141 TIME= 19:59:11 Both solid model and finite element model boundary conditions have been applied to this model. As solid loads are transferred to the nodes or elements, they can overwrite directly applied loads. *** WARNING *** CP = 64.172 TIME= 19:59:11 After NUMMRG,NODE, node 231 (and possibly others) is associated with more than one solid model entity. Future commands which depend on the node to solid model connectivity (meshing, mesh clearing, solid boundary condition transfer, etc.) may not operate properly. NUMMRG,KP may correct this problem. *** WARNING *** CP = 84.047 TIME= 20:09:46 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 84.766 TIME= 20:09:47 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 85.750 TIME= 20:09:48 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 85.891 TIME= 20:09:48 Both solid model and finite element model boundary conditions have been applied to this model. As solid loads are transferred to the nodes or elements, they can overwrite directly applied loads. *** WARNING *** CP = 85.938 TIME= 20:09:48 After NUMMRG,NODE, node 216 (and possibly others) is associated with more than one solid model entity. Future commands which depend on the node to solid model connectivity (meshing, mesh clearing, solid boundary condition transfer, etc.) may not operate properly. NUMMRG,KP may correct this problem. *** WARNING *** CP = 100.109 TIME= 20:16:37 The mesh of area 1 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 100.531 TIME= 20:16:38 The mesh of area 2 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 100.938 TIME= 20:16:38 The mesh of area 3 contains PLANE182 triangles, which are much too stiff in bending. Use quadratic (6- or 8-node) elements if possible. *** WARNING *** CP = 101.031 TIME= 20:16:39 Both solid model and finite element model boundary conditions have been applied to this model. As solid loads are transferred to the nodes or elements, they can overwrite directly applied loads. *** WARNING *** CP = 101.078 TIME= 20:16:39 After NUMMRG,NODE, node 201 (and possibly others) is associated with more than one solid model entity. Future commands which depend on the node to solid model connectivity (meshing, mesh clearing, solid boundary condition transfer, etc.) may not operate properly. NUMMRG,KP may correct this problem.