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CAE Fidesys 9.0 Documentation |
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CAE Fidesys 9.0 Documentation |
| № | Message | Cause | User Actions |
| 1 | MESH QUALITY ERROR: Aspect ratio exceed default value in 'asp_ratio_element' element. | Mesh quality error. | Rebuild the finite element mesh. |
| 2 | ERROR: Material ID is not set for the Block 1. | No material has been assigned to the block. | Assign the material to the block. |
| 3 | Error: Density is 0 in material 'material_number'. | The material has zero density. | Set a non-zero density for the material. |
| 4 | Error: There is not enough memory for solution. | There is not enough memory for solution. | Revise the calculation scheme; rebuild the mesh to a larger one; switch to an iterative solver. |
| 5 | ERROR: Unrecognized Identifier: «». | The entered value is incorrect. | Check input data. |
| 6 | ERROR: Elements Are Not Found. | There are no elements specified in the file. | Construct a finite element mesh. |
| 7 | ERROR: Nodes Are Not Found. | No nodes are specified in the file. | Construct a finite element mesh. |
| 8 | ERROR: Restraints are not found. | The model does not have restraints specified. | Specify displacements on part of the model. |
| 9 | Mesh quality test has failed Solution dispersed. See Convergence.log for details. | The nonlinear calculation diverged during iterations. | Check the model. Probably some elements are “turned inside out” during the calculation process. Need to use a finer mesh or increase the number of loading substeps. |
| 10 | ERROR: Dimension is not consistent with this element type. ToDo: Set dimension 2. | The task dimension does not match this element type. | Set the 2D problem dimension. |
| 11 | ERROR: Dimension is not consistent with this element type. ToDo: Set dimension 3. | The task dimension does not match this element type. | Set the 3D problem dimension. |
| 12 | ERROR: Nonlinear problems is not supported for SHELL element type. | Nonlinear problems are not supported for the shell element type (SHELL). | Select another element type. |
| 13 | ERROR: Ultimate Strength of material with ID "1" is not set. ToDo: Make sure that Ultimate Strength is specified. | The ultimate strength for the material has not been established. | Set the ultimate strength for the material. |
| 14 | ERROR: Unsupported element type 13. Please check element type in block settings. Note that elements or order 2 or more are not supported. | Unsupported element type 13. | Check the element type in the block settings. Please note that elements of order 2 or more are not supported. |
| 15 | ERROR: 0 elements in the model. | 0 elements in the model. | Select model elements. |
| 16 | ERROR: The eccentricity value in the shell properties with ID 1 is set incorrectly. ToDo: Set eccentricity value from 0 to 1. | The eccentricity value in the shell properties is not set correctly. | Set the eccentricity value from 0 to 1. |
| 17 | ERROR: Incorrect material in block 1. ToDo: Verify material. | The material parameters are set incorrectly. | Check material parameters. |
| 18 | ERROR: Wrong Young module for Isotropic material 1. ToDo: Verify Isotropic material 1. | Incorrect Young Modulus value for the material. | Specify the correct Young Modulus value for the material. |
| 19 | ERROR: Wrong Poisson ratio for Isotropic material 1. ToDo: Verify Isotropic material 1. | Incorrect Poisson ratio value for material. | Specify the correct Poisson ratio value for the material. |
| 20 | ERROR: Wrong thermal conductivity coefficient for temperature calculation. ToDo: Verify Isotropic thermo model coefficients in material 1. | Incorrect value of thermal conductivity coefficient. | Indicate the correct value of the thermal conductivity coefficient. |
| 21 | ERROR: Ultimate stress is negatives in material 1. ToDo: Change Ultimate stress. | The ultimate stress value is negative. | Indicate a positive value for the ultimate stress. |
| 22 | ERROR: Ultimate stress is less than Yield stress in material 1. ToDo: Change Ultimate stress. | The ultimate stress value is less than the yield stress value in the material. | Change the ultimate stress value. |
| 23 | ERROR: Wrong C1 coefficient for Mooney-Rivlin material 1. ToDo: Verify Mooney-Rivlin material 1. | Incorrect C1 coefficient for Mooney-Rivlin material. | Check the Mooney-Rivlin material coefficient. |
| 24 | ERROR: Wrong density for user's material. ToDo: Verify materials. | Incorrect material density value. | Indicate the correct material density value. |
| 25 | ERROR: Wrong Young module for Orthotropic material 1. ToDo: Verify Orthotropic material 1. | Incorrect Young Modulus value for orthotropic material. | Indicate the correct Young Modulus value for an orthotropic material. |
| 26 | ERROR: Wrong shear modulus for Orthotropic material 1. ToDo: Verify Orthotropic material 1. | Incorrect shear modulus value for orthotropic material. | Specify the correct shear modulus value for orthotropic material. |
| 27 | ERROR: Maxtime is nonpositive. ToDo: Set positive Maxtime. | The maximum time value is negative. | Specify a positive value for the maximum time in the settings. |
| 28 | ERROR: Maxsteps is nonpositive. ToDo: Set positive Maxsteps. | The number of steps is negative. | Specify a positive number of steps. |
| 29 | ERROR: Courant number is invalid. ToDo: Set value from interval (0; 1) to Courant number. | Incorrect Courant number. | Specify the value of the Courant number in the range from 0 to 1. |
| 30 | ERROR: Convergence parameters are invalid in static solver settings. ToDo: Verify Convergence parameters. | Incorrect static solver parameters. | Specify the correct value for the maximum number of iterations in static solver. |
| 31 | ERROR: Invalid max iterations value. | The maximum number of iterations is negative. | Specify a positive maximum number of iterations. |
| 32 | Max Iterations is invalid in nonlinear solver settings. | The maximum number of iterations is less than the target number of iterations. | Specify a higher maximum number of iterations. |
| 33 | ERROR: Invalid tolerance value. | The convergence tolerance is incorrect. | Check the specified tolerance for the nonlinear solver. |
| 34 | ERROR: 2D-model doesn't belong to XY plane. | 2D model does not belong to the XY plane. | Change the model creation plane. 2D models must be located ONLY in the XY plane (normal Z). |
| 35 | ERROR: Incorrect width (coefficient H) for rectangle cross section. ToDo: Set positive width (coefficient H). | Incorrect height (coefficient H) for a rectangular section. (negative). | Set a positive height (coefficient H) for the beam sections. |
| 36 | ERROR: Incorrect width (coefficient B) for rectangle cross section. ToDo: Set positive width (coefficient B). | Incorrect width (coefficient B) for rectangle cross section. (negative). | Set a positive width (coefficient B) for the beam sections. |
| 37 | ERROR: Incorrect major axis (coefficient a) for ellipse cross section. ToDo: Set positive major axis (coefficient a). | Incorrect major axis (coefficient a) for ellipse cross section. (negative). | Set positive major axis (coefficient a) for beam sections. |
| 38 | ERROR: Incorrect minor axis (coefficient b) for ellipse cross section. ToDo: Set positive minor axis (coefficient b). | Incorrect minor axis (coefficient b) for ellipse cross section. (negative). | Set positive minor axis (coefficient b) for beam sections. |
| 39 | ERROR: Minor axis (coefficient b) is greater than major axis (coefficient a) in ellipse cross section. ToDo: Verify minor and major axises. | The minor axis (coefficient b) is greater than major axis (coefficient a) in ellipse cross section. | Check the minor and major axes for the beam section. |
| 40 | ERROR: Incorrect outer diameter (coefficient D1) for circle with offset hole cross section. ToDo: Set positive outer diameter (coefficient D1). | Incorrect external diameter value (coefficient D1) for circle with offset hole cross section. | Set positive outer diameter (coefficient D1) for beam section. |
| 41 | ERROR: Incorrect inner diameter (coefficient D2) for circle with offset hole cross section. ToDo: Set positive inner diameter (coefficient D2). | Incorrect inner diameter value (coefficient D2)for circle with offset hole cross section. | Set positive inner diameter (coefficient D2) for beam section. |
| 42 | ERROR: Inner diameter (coefficient D2) is greater than outer diameter (coefficient D1) in circle with offset hole cross section. ToDo: Verify inner and outer diameters. | Inner diameter (coefficient D2) is greater than outer diameter (coefficient D1) in circle with offset hole cross section. | Check the inside and outside diameters for the beam section. |
| 43 | ERROR: Incorrect offset (coefficient e) for circle with offset hole cross section. ToDo: Set correct offset (coefficient e) in circle with offset hole cross section. Offset hole must be fully in cross section. | Incorrect offset value (coefficient e) for circle with offset hole cross section. | Set the correct offset (coefficient e) in the offset circle hole for the beam section. The displaced hole must be completely be in cross section. |
| 44 | ERROR: Incorrect height (coefficient H) for I-Beam cross section. ToDo: Set positive height (coefficient H). | Incorrect height value (coefficient H) for transverse sections of an I-beam. | Set a positive height (coefficient H) for the beam sections of I-beams. |
| 45 | ERROR: Incorrect bottom width (coefficient B1) for I-Beam cross section. ToDo: Set positive bottom width (coefficient B1). | Incorrect value of the bottom width (coefficient B1) for I-Beam cross section. | Set a positive bottom width (coefficient B1) for the beam sections of I-beams. |
| 46 | ERROR: Incorrect top width (coefficient B2) for I-Beam cross section. ToDo: Set positive top width (coefficient B2). | Incorrect value of the top width (coefficient B2) for the transverse sections of an I-beam. | Set a positive top width (coefficient B2) for I-beam section. |
| 47 | ERROR: Incorrect bottom thickness (coefficient c1) for I-Beam cross section. ToDo: Set positive bottom thickness (coefficient c1). | Incorrect bottom thickness (coefficient c1) for I-Beam cross section. | Set a positive bottom thickness (coefficient c1) for I-beam section. |
| 48 | ERROR: Incorrect top thickness (coefficient c2) for I-Beam cross section. ToDo: Set positive top thickness (coefficient c2). | Incorrect top thickness value (coefficient c2) for I-Beam cross section. | Set a positive top thickness (coefficient c2) for I-beam section. |
| 49 | ERROR: Incorrect thickness (coefficient d) for I-Beam cross section. ToDo: Set positive thickness (coefficient d). | Incorrect thickness value (coefficient d) of the cross section I-beam. | Set a positive thickness (coefficient d) for the beam sections of I-beams. |
| 50 | ERROR: The sum of bottom thickness (coefficient c1) and top thickness (coefficient c2) is greater than height (coefficient H) in I-Beam cross section. ToDo: Verify top and bottom thicknesses or height. | The sum of bottom thickness (coefficient c1) and top thickness (coefficient c2) is greater than height (coefficient H) in I-Beam cross section. | Check the thickness or height of the top and bottom for the beam section I-beam. |
| 51 | ERROR: Thickness (coefficient d) is greater than bottom width (coefficient B1) in I-Beam cross section. ToDo: Verify thickness and bottom width. | The thickness (coefficient d) is greater than the bottom width (coefficient B1) in the cross section of an I-beam. | Check the thickness and width of the bottom for the I-beam section. |
| 52 | ERROR: Thickness (coefficient d) is greater than top width (coefficient B2) in I-Beam cross section. ToDo: Verify thickness and top width. | The thickness (coefficient d) is greater than the top width (coefficient B2) in the cross section of an I-beam. | Check the thickness and width of the top for the I-beam section. |
| 53 | ERROR: Incorrect height (coefficient H) for L-Beam cross section. ToDo: Set positive height (coefficient H). | Incorrect height value (coefficient H) for transverse section of an L-shaped beam. | Set a positive height (coefficient H). |
| 54 | ERROR: Incorrect bottom width (coefficient B) for L-Beam cross section. ToDo: Set positive bottom width (coefficient B). | Incorrect bottom width value (coefficient B) for cross section of an L-shaped beam. | Set a positive bottom width (coefficient B). |
| 55 | ERROR: Incorrect bottom thickness (coefficient c1) for L-Beam cross section. ToDo: Set positive bottom thickness (coefficient c1). | Incorrect bottom thickness (coefficient c1) for L-Beam cross section. | Set a positive bottom thickness (coefficient c1). |
| 56 | ERROR: Incorrect top thickness (coefficient d) for L-Beam cross section. ToDo: Set positive top thickness (coefficient d). | Incorrect value of the top thickness (coefficient d)for L-Beam cross section. | Set the top thickness to a positive value (coefficient d). |
| 57 | ERROR: Top thickness (coefficient d) is greater than bottom width (coefficient B) in L-Beam cross section. ToDo: Verify top thickness (coefficient d) and bottom width (coefficient B). | The top thickness (coefficient d) is greater than the lower width (coefficient B) in L-Beam cross section. | Check the thickness of the top (coefficient d) and the width of the bottom (coefficient B). |
| 58 | ERROR: Bottom thickness (coefficient c1) is greater than height (coefficient H) in L-Beam cross section. ToDo: Verify bottom thickness (coefficient c1) and height (coefficient H). | Bottom thickness (coefficient c1) is greater than height (coefficient H) in L-Beam cross section. | Check the bottom thickness (coefficient c1) and height (coefficient H). |
| 59 | ERROR: Incorrect height (coefficient H) for C-Beam cross section. ToDo: Set positive height (coefficient H). | Incorrect height value (coefficient H) for C-Beam cross section. | Set a positive height (coefficient H). |
| 60 | ERROR: Incorrect bottom width (coefficient B1) for C-Beam cross section. ToDo: Set positive bottom width (coefficient B1). | Incorrect value of the bottom width (coefficient B1) for C-Beam cross section. | Set a positive bottom width (coefficient B1). |
| 61 | ERROR: Incorrect top width (coefficient B2) for C-Beam cross section. ToDo: Set positive top width (coefficient B2). | Incorrect value of the top width (coefficient B2) for C-Beam cross section. | Set a positive top width (coefficient B2). |
| 62 | ERROR: Incorrect bottom thickness (coefficient c1) for C-Beam cross section. ToDo: Set positive bottom thickness (coefficient c1). | Incorrect bottom thickness (coefficient c1) for C-Beam cross section. | Set a positive bottom thickness (coefficient c1). |
| 63 | ERROR: Incorrect top thickness (coefficient c2) for C-Beam cross section. ToDo: Set positive top thickness (coefficient c2). | Incorrect value of the top thickness (coefficient c2) for C-Beam cross section. | Set a positive top thickness (coefficient c2). |
| 64 | ERROR: Incorrect thickness (coefficient d) for C-Beam cross section. ToDo: Set positive thickness (coefficient d). | Incorrect thickness value (coefficient d) of the cross section C-beam. | Set a positive thickness (coefficient d). |
| 65 | ERROR: The sum of bottom thickness (coefficient c1) and top thickness (coefficient c2) is greater than height (coefficient H) in C-Beam cross section. ToDo: Verify top and bottom thicknesses or height. | The sum of bottom thickness (coefficient c1) and top thickness (coefficient c2) is greater than height (coefficient H) in C-Beam cross section. | Check the thickness or height of the top and bottom. |
| 66 | ERROR: Thickness (coefficient d) is greater than bottom width (coefficient B1) in C-Beam cross section. ToDo: Verify thickness and bottom width. | The thickness (coefficient d) is greater than the bottom width (coefficient B1) in C-Beam cross section. | Check the thickness and width of the bottom. |
| 67 | ERROR: Thickness (coefficient d) is greater than top width (coefficient B2) in C-Beam cross section. ToDo: Verify thickness and top width. | The thickness (coefficient d) is greater than the top width (coefficient B2) in the cross section of the C-beam. | Check the thickness and width of the top. |
| 68 | ERROR: High order elements are not supported for MBD calculations. | High-order elements are not supported for calculations MBD. | First order elements must be used. |
| 69 | ERROR: No element blocks have been established! Use the block command to assign the meshed geometry to an element block. Or, check that the default block type is correct. Current setting: All ERROR: Unable to find entities to write. | Not a single block of elements installed! Could not find entity to write. | Assign geometry or mesh to block, check for accuracy default block type. |
| 70 | ERROR: Volume 1 is not meshed. | There is no mesh built on volume 1. | Build a mesh. |
| 71 | ERROR: There is no mesh built on volume 1. | There is no mesh built on volume 1. | Build a mesh. |
| 72 | ERROR: Contact friction coefficient is invalid in 1 contact pair. ToDo: Set positive friction coefficient. | Contact friction coefficient is invalid in 1 contact pair. | Set positive friction coefficient. |
| 73 | ERROR: Normal stiffness is invalid in 1 contact pair. ToDo: Set positive Normal stiffness. | Normal stiffness is invalid in 1 contact pair. | Set positive normal stiffness. |
| 74 | ERROR: Tangent stiffness is invalid in 1 contact pair. ToDo: Set Tangent stiffness in interval (0; 0.5]. | Tangent stiffness is invalid in 1 contact pair. | Set Tangent stiffness in interval (0; 0.5]. |
| 75 | ERROR: Invalid entity ID encountered (-7) ERROR: Invalid surface ID. | Invalid entity ID encountered (-7) | Specify the correct value of the surface ID. |
| 76 | ERROR: Analysis type is not defined. ToDo: Choose analysis type for your problem. | Analysis type is not defined. | Select the analysis type for your problem. |
| 77 | ERROR: Incorrect height (coefficient H) for hollow rectangle cross section. ToDo: Set positive height (coefficient H). | Incorrect height value (coefficient H) for hollow rectangular sections. | Set a positive height (coefficient H). |
| 78 | ERROR: Incorrect bottom width (coefficient B) for hollow rectangle cross section. ToDo: Set positive bottom width (coefficient B). | Incorrect width value (coefficient B) for hollow rectangular cross section. | Set positive bottom width (coefficient B). |
| 79 | ERROR: Incorrect bottom thickness (coefficient c1) for hollow rectangle cross section. ToDo: Set positive bottom thickness (coefficient c1). | Incorrect bottom thickness (coefficient c1) for hollow rectangle cross section. | Set positive bottom thickness (coefficient c1). |
| 80 | ERROR: Incorrect top thickness (coefficient c2) for hollow rectangle cross section. ToDo: Set positive top thickness (coefficient c2). | Incorrect top thickness value (coefficient c2) for hollow rectangular section. | Set a positive top thickness (coefficient c2). |
| 81 | ERROR: Incorrect left thickness (coefficient d1) for hollow rectangle cross section. ToDo: Set positive left thickness (coefficient d1). | Incorrect value of the left thickness (coefficient d1) for hollow rectangle cross section. | Set positive left thickness (coefficient d1). |
| 82 | ERROR: Incorrect right thickness (coefficient d2) for hollow rectangle cross section. ToDo: Set positive right thickness (coefficient d2). | Incorrect right thickness value (coefficient d2) for hollow rectangular cross-section. | Set positive right thickness (coefficient d2). |
| 83 | ERROR: The sum of left thickness (coefficient d1) and right thickness (coefficient d2) is greater than width (coefficient B) in hollow rectangle cross section. ToDo: Verify left and right thicknesses or width. | The sum of left thickness (coefficient d1) and right thickness (coefficient d2) is greater than width (coefficient B) in hollow rectangle cross section. | Verify left and right thicknesses or width. |
| 84 | ERROR: The sum of bottom thickness (coefficient c1) and top thickness (coefficient c2) is greater than height (coefficient H) in hollow rectangle cross section. ToDo: Verify top and bottom thicknesses or height. | The sum of bottom thickness (coefficient c1) and top thickness (coefficient c2) is greater than height (coefficient H) in hollow rectangle cross section. | Verify top and bottom thicknesses or height. |
| 85 | ERROR: Incorrect area for custom cross section. ToDo: Set positive area. | Incorrect area for custom cross section. | Set positive area. |
| 86 | ERROR: Incorrect height (coefficient H) for T-Beam cross section. ToDo: Set positive height (coefficient H). | Incorrect height value (coefficient H) for T-Beam cross section. | Set positive height (coefficient H). |
| 87 | ERROR: Incorrect bottom width (coefficient B) for T-Beam cross section. ToDo: Set positive bottom width (coefficient B). | Incorrect bottom width value (coefficient B) for T-Beam cross section. | Set positive bottom width (coefficient B). |
| 88 | ERROR: Incorrect bottom thickness (coefficient c1) for T-Beam cross section. ToDo: Set positive bottom thickness (coefficient c1). | Incorrect value of the lower thickness (coefficient c1) for T-Beam cross section. | Set positive bottom thickness (coefficient c1). |
| 89 | ERROR: Incorrect top thickness (coefficient d) for T-Beam cross section. ToDo: Set positive top thickness (coefficient d). | Incorrect value of the top thickness (coefficient d) for T-Beam cross section. | Set positive top thickness (coefficient d). |
| 90 | ERROR: Bottom thickness (coefficient c1) is greater than height (coefficient H) in T-Beam cross section. ToDo: Verify bottom thickness (coefficient c1) and height (coefficient H). | Bottom thickness (coefficient c1) is greater than height (coefficient H) in T-Beam cross section. | Verify bottom thickness (coefficient c1) and height (coefficient H). |
| 91 | ERROR: Top thickness (coefficient d) is greater than bottom width (coefficient B) in T-Beam cross section. ToDo: Verify top thickness (coefficient d) and bottom width (coefficient B). | The top thickness (coefficient d) is greater than the lower width (coefficient B) in T-Beam cross section. | Verify top thickness (coefficient d) and bottom width (coefficient B). |
| 92 | ERROR: Incorrect height (coefficient H) for Z-Beam cross section. ToDo: Set positive height (coefficient H). | Incorrect height value (H coefficient) for Z-Beam cross section.. | Set positive height (coefficient H). |
| 93 | ERROR: Incorrect bottom width (coefficient B1) for Z-Beam cross section. ToDo: Set positive bottom width (coefficient B1). | Incorrect value of the bottom width (coefficient B1) for Z-Beam cross section. | Set a positive bottom width (coefficient B1). |
| 94 | ERROR: Incorrect top width (coefficient B2) for Z-Beam cross section. ToDo: Set positive top width (coefficient B2). | Incorrect value of the top width (coefficient B2) for Z-Beam cross section. | Set a positive top width (coefficient B2). |
| 95 | ERROR: Incorrect bottom thickness (coefficient c1) for Z-Beam cross section. ToDo: Set positive bottom thickness (coefficient c1). | Incorrect bottom thickness (coefficient c1) for Z-Beam cross section. | Set a positive bottom thickness (coefficient c1). |
| 96 | ERROR: Incorrect top thickness (coefficient c2) for Z-Beam cross section. ToDo: Set positive top thickness (coefficient c2). | Incorrect top thickness value (coefficient c2) for Z-Beam cross section. | Set a positive top thickness (coefficient c2). |
| 97 | ERROR: Incorrect thickness (coefficient d) for Z-Beam cross section. ToDo: Set positive thickness (coefficient d). | Incorrect thickness value (coefficient d) for Z-Beam cross section. | Set a positive thickness (coefficient d). |
| 98 | ERROR: The sum of bottom thickness (coefficient c1) and top thickness (coefficient c2) is greater than height (coefficient H) in Z-Beam cross section. ToDo: Verify top and bottom thicknesses or height. | The sum of bottom thickness (coefficient c1) and top thickness (coefficient c2) is greater than height (coefficient H) in Z-Beam cross section. | Verify top and bottom thicknesses or height. |
| 99 | ERROR: Thickness (coefficient d) is greater than bottom width (coefficient B1) in Z-Beam cross section. ToDo: Verify thickness and bottom width. | The thickness (coefficient d) is greater than the bottom width (coefficient B1) in Z-Beam cross section. | Verify thickness and bottom width. |
| 100 | ERROR: Thickness (coefficient d) is greater than top width (coefficient B2) in Z-Beam cross section. ToDo: Verify thickness and top width. | The thickness (coefficient d) is greater than the top width (coefficient B2) in Z-Beam cross section. | Verify thickness and top width. |
| 101 | ERROR: Dir1 and Dir2 are almost collinear in Coordinate System. ToDo: Verify origin, dir1 and dir2 coordinates. | Direction 1 and Direction 2 are almost identical in the coordinate system. | Verify origin, Direction 1 and Direction 2 coordinates. |
| 102 | ERROR: Coincident Coordinate System dir1 and origin. ToDo: Verify dir1 and origin. | The coordinates of Direction 1 coincide with the origin (zero vector). | Verify the coordinates. |
| 103 | ERROR: Strains are too large. Solution dispersed. See Convergence.log for details. ToDo: Verify model. | Strains are too large. Solution dispersed. See Convergence.log for details. | Connect accounting for geometric nonlinearity\increase the number nonlinear solver substeps\reduce load and analyze result. |
| 104 | ERROR: Invalid non-zero displacement U_x on the axis of symmetry Y. | A nonzero U_x displacement is set on the Y axis of symmetry. | Make sure that the non-zero displacement U_x is not set on the Y axis of symmetry. |
| 105 | ERROR: Invalid non-zero velocity V_x on the axis of symmetry Y. | A nonzero velocity V_x is set on the Y axis of symmetry. | Make sure that a non-zero velocity V_x is not set on the Y axis of symmetry. |
| 106 | ERROR: Invalid non-zero acceleration A_x on the axis of symmetry Y. | A non-zero acceleration A_x is specified on the Y axis of symmetry. | Make sure that a non-zero acceleration A_x is not specified on Y axis of symmetry. |
| 107 | ERROR: Invalid non-zero angular velocity W_x on the axis of symmetry Y. | A non-zero angular velocity W_x is specified on the Y axis of symmetry. | Make sure that a non-zero angular velocity W_x is not specified on the Y axis of symmetry. |
| 108 | ERROR: Invalid non-zero initial displacement U_x on the axis of symmetry Y. | A non-zero initial displacement U_x on the axis of symmetry is specified Y. | Make sure that there is no non-zero initial displacement U_x specified on the Y axis of symmetry. |
| 109 | ERROR: Invalid non-zero initial velocity V_x on the axis of symmetry Y. | A non-zero initial velocity V_x is specified on the Y axis of symmetry. | Make sure that there is no non-zero initial velocity V_x specified on the Y axis of symmetry. |
| 110 | ERROR: Invalid non-zero initial angular velocity W_x on the axis of symmetry Y. | A non-zero initial angular velocity W_x is specified on the axis of symmetry Y. | Make sure that the initial angular velocity W_x is non-zero was not specified on the Y axis of symmetry. |
| 111 | ERROR: All nodes must be on the same side of the axis of symmetry Y. | Not all nodes are on the same side of the axis of symmetry. | Move the geometry to one side of the axis of symmetry. |
| 112 | ERROR: Detection tolerance is invalid in 1 contact pair. ToDo: Set Detection tolerance in interval [0; 0.5]. | The tangent contact search precision value specified is invalid. | Specify the accuracy of contact search by tangent in the interval from 0 to 0.5. |
| 113 | ERROR: Contact pinball radius is invalid in 1 contact pair. | A non-positive search radius for the contact surface is specified. | Specify a positive search radius for the contact surface. |
| 114 | ERROR: The material ID in shell layer 1 is not set or assigned incorrectly. | The material for shell 1 is set incorrectly. | Verify material in shell layer. |
| 115 | ERROR: Invalid max load steps value. | The maximum number of load steps is incorrect. | Specify a positive maximum number of load steps. |
| 116 | ERROR: Property does not set to the Block. | The block is not assigned shell\beam properties. | Check the properties applied to the block. |
| 117 | ERROR: Block attributes does not correspond to the element type ToDo: Verify type of the element and attributes of the block 1. | Shell\beam properties not created. | Create and assign shell/beam properties to the block. |
| 118 | ERROR: Min Load Steps larger than Max Load Steps in nonlinear settings. ToDo: Set correct Min and Max Load Steps. | The minimum number of loading substeps is greater than the maximum in the settings of the nonlinear solver. | Set the minimum number of loading substeps to less than the maximum. |
| 119 | ERROR: Start Load Steps larger than Max Load Steps in nonlinear settings. ToDo: Set correct Min and Start Load Steps. | The initial number of loading substeps is greater than the maximum in settings of the nonlinear solver. | Set the initial number of loading substeps to less than the maximum. |
| 120 | ERROR: Min Load Steps larger than Start Load Steps in nonlinear settings. ToDo: Set correct Min and Start Load Steps. | The minimum number of loading substeps is greater than the initial one in the settings nonlinear solver. | Set the minimum number of loading substeps less than the initial one. |
| 121 | ERROR: Max Iterations is invalid in nonlinear solver settings. ToDo: Set Max Iterations more than Target Iterations. | The maximum number of iterations is less than the target in the nonlinear settings solver. | Set the maximum number of iterations to be greater than the target number of iterations. |
| 122 | ERROR: Invalid tolerance value. | A non-positive precision value is specified in the nonlinear settings solver. | Specify a positive precision value. |
| 123 | ERROR: Newmark Gamma is invalid. ToDo: Set value from interval [0, 0.4] to Newmark Gamma. | Error when setting the Newmark gamma in the implicit scheme settings. | Set the Newmark gamma to a range from 0 to 0.4. |
| 124 | ERROR: The number of frequencies must be positive. | The number of frequencies must be positive. | Specify a positive number of natural frequencies. |
| 125 | ERROR: Negative lower bound of target interval. ToDo: Verify interval. | Negative lower bound of the target interval. | Check the interval. |
| 126 | ERROR: Invalid interval values. ToDo: Verify interval. | Invalid interval values. | Check the interval. |
| 127 | Wrong material plasticity parameters. Disturbance factor should be in range from 0 to 1. | Incorrect material plasticity parameters. | Set the Violation Factor to a range from 0 to 1. |
| 128 | Wrong material plasticity parameters. GSI should be in range from 0 to 100. | Incorrect material plasticity parameters. | Set the Geological Strength Index in the range from 0 to 100. |
| 129 | ERROR: Density and nodal mass are 0 in all nodes. Eigenvalue is incorrect. | Density and nodal mass at all nodes are equal to 0. | Set the density of the block material. |
| 130 | ERROR: ‹total number› volume(s) did not mesh : ‹ID(s)› | Inappropriate mesh settings are set. | Rebuild the mesh with different settings for the listed volumes. |
| 131 | ERROR: No angular velocities added to Campbell diagram. | The Campbell diagram is created without angular velocity values. | Use 2 or more values for the Campbell chart. |
| 132 | ERROR: Unable to create Campbell diagram with less than 2 values. | The Campbell diagram is created with only one value of angular velocity. | Use 2 or more values for the Campbell chart. |
| 133 | ERROR: Unable to access directory. | A non-existent calculation path is specified. | Check the working directory, rerun the calculation. |
| 134 | ERROR: Set stiffness for dofs when using damping. | When specifying connections with damping, stiffness is not specified. | Specify stiffness values for the selected degrees of freedom. |
| 135 | ERROR: Coupling master or slave is empty. | The entity list does not have an entity ID(s) specified. | Specify the required entity entity ID(s). |
| 136 | ERROR: syntax error | Incorrect or outdated command. | Update the command via the Command Line. |
| 137 | ERROR: The highest calculated natural frequency is less than the range of harmonic analysis. | The upper range of the harmonic analysis exceeds the last calculated natural frequency. | Check the frequency range. |
| 138 | ERROR: Unsupported file type for use in harmonic analysis. | An unsupported file format has been selected. | Check the file format. |
| 139 | ERROR: Invalid modal result file. | Invalid modal analysis results file. | Check the file's existence. Overwrite the file with the results. |
| 140 | ERROR: Free dof count is zero. The constraint model is incorrect. | The model is fixed in all degrees of freedom. | Check the boundary conditions. |
| 141 | ERROR: The "bcdep" keyword is not supported. ToDo: Use "modify" instead. | Commands with the keyword "bcdep" are no longer supported. | Use the keyword "modify" command. Update the command via the Command Panel. |
| 142 | ERROR: Newton's method failed to converge. Residuals exceed the convergence tolerance. See Convergence.log for details. | Newton's method did not achieve convergence. The discrepancies exceed the acceptable convergence threshold. | Enable geometric non-linearity accounting\increase the number of sub-steps of the nonlinear solver\reduce the load and analyze the result. |
| 143 | ERROR: Unable to rotate Coordinate System 1. | When rotating the coordinate system, the global one is selected. | Create a local coordinate system and rotate it. |
| 144 | ERROR: Start Safety Factor is invalid. ToDo: Set a positive Start Safety Factor. | The value of the initial coefficient is set incorrectly. | Specify a positive initial coefficient. |
| 145 | ERROR: Start Increment is invalid. ToDo: Set a positive Start Increment. | The value of the initial increment is set incorrectly. | Specify a positive initial increment. |
| 146 | ERROR: Tolerance is invalid. ToDo: Set Tolerance in interval (1e-6, Start Increment). | The tolerance value is set incorrectly. | Specify a tolerance value between 1e-6 and the initial value. the coefficient. |
| 147 | ERROR: Max Iterations is invalid. ToDo: Set Max Iterations to an integer value greater than 5. | The value of the maximum number of iterations is set incorrectly. | Specify the value of the number of iterations as an integer greater than 5. |
| 148 | ERROR: Maximum iteration count reached before convergence. | The maximum number of iterations has been reached. | Specify a higher value for Max Iterations. |