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CAE Fidesys 9.0 Documentation |
Extension
.fc
Format: JSON with binary inserts in Base64. File encoding is UTF-8. Binary fields encoded in base64 are underlined.
General structure
{
"header": {...}, |
// File header. |
"blocks": [...], |
// List of block data. |
"coordinate_systems": [...], |
// List of data on coordinate systems. |
"mesh": {...}, |
// Mesh data. |
"materials": [...], |
// List of material data. |
"property_tables": [...], |
// List of property tables. |
|
// (analogous to Real Constants in Ansys). |
"loads":[...], |
// List of loads. |
"restraints":[...], |
// List of restraints. |
"contact_constraints": [...], |
// Contact list. |
"coupling_constraints": [...], |
// List of connections. |
"periodic_constraints": [...], |
// List of periodicals. |
"receivers": [...], |
// List of receivers. |
"initial_sets": [...], |
// List of initial conditions. |
"sets": {...}, |
// Sets of nodes and sides. |
"settings": {...}, |
// General settings. |
}
header
{
"description": <String>, |
// File Description. |
"version": <unsigned short int>, |
// Format version. |
"types": {...}, |
// Type settings. |
"binary": <bool> |
// Binary or text format. |
}
types
Information about the sizes of data types used in binary parts.
{
"char": <int>, |
// sizeof (char) |
"short_int": <int>, |
// sizeof (short int) |
"int": <int>, |
// sizeof (int) |
"double": <int>, |
// sizeof (double) |
}
blocks
[
{
"id": <int>, |
// Block ID. |
"cs_id": <int>, |
// Block coordinate system ID. |
"material": |
// Step-by-step instructions for this block |
|
// (optional parameter, |
|
// if the material ID does not change during calculation). |
{ |
|
"ids": [int], |
// List of material IDs. |
"steps": [int] |
// Step numbers. |
}, |
|
"material_id": <int>, |
// Block material ID. |
"property_id": <int>, |
// Block property ID. |
"steps": [int] |
// Calculation steps. Optional. |
}, |
|
{...} |
// The next element has the structure described above. |
]
coordinate_system
[
{
"id": <unsigned short int>, |
// Coordinate system ID. Greater than zero. |
|
// ID=1 should be the global Cartesian coordinate system. |
"type": <string>, |
// Coordinate system type. Options: "cartesian", |
|
// "cylindrical", "spherical". |
"name": <string>, |
// SC name. |
"origin": [double] |
// SC start coordinates. |
// The entire array is encoded as a string in Base64. |
|
"dir1": [double] |
// Direction vector end coordinates. |
|
// along the direction 1. |
|
// The entire array is encoded as a string in Base64. |
"dir2": [double] |
// Coordinates of the end of the direction vector |
|
// along direction 2. |
|
// The entire array is encoded as a string in Base64. |
}, |
|
{...} |
// The next element with the structure described above. |
]
mesh
{
"nodes_count": <unsigned int>, |
// Number of nodes. |
|
// Must match the length of the nids array. |
"nids": [int], |
// Array of node IDs. |
// The entire array is encoded as a single string in Base64. |
|
"nodes": [double], |
// Array of node coordinates in the form |
// [x1 y1 z1 x2 y2 z2 etc.]. |
|
// In Base64, the entire array is encoded as a single string. |
|
"elems_count": <unsigned int>, |
// The number of elements must match |
// the length of the elemids array. |
|
"elemids": [int], |
// Array of element IDs. Base64 encodes the entire array as a single string. |
// the array is encoded as a single string. |
|
"elem_types": [unsigned char], |
// Array of element types. Encoded in Base64. |
// The entire array as a single string. |
|
"elem_blocks": [int], |
// Array of block IDs to which the element belongs. |
// The entire array is encoded in Base64 as a single string. |
|
"elem_orders": [int], |
// Array of SEM element orders (ignored |
// for FEM), from 3 to 9. The entire array is encoded in Base64. |
|
// array as a single string. |
|
"elem_parent_ids": [int], |
// Array of geometry IDs to which the geometry belongs. |
// element. In Base64, the entire array is encoded as |
|
// one line. |
|
"elems": [unsigned int], |
// An array of node ID arrays that make up |
// an element. Different size for each element. |
|
// The entire array is encoded in Base64 as |
|
// a single line. |
}
elem_types
Solid FEM elements (3D and 2D)
0 = NONE,
1 = TETRA4,
2 = TETRA10,
3 = HEX8,
4 = HEX20,
6 = WEDGE6,
7 = WEDGE15,
8 = PYR5,
9 = PYR13,
10 = TRI3,
11 = TRI6,
12 = QUAD4,
13 = QUAD8,
Solid SEM elements (3D and 2D)
15 = TETRA4S,
16 = TETRA10S,
17 = HEX8S,
18 = HEX20S,
20 = WEDGE6S,
21 = WEDGE15S,
22 = PYR5S,
23 = PYR13S,
24 = TRI3S,
25 = TRI6S,
26 = QUAD4S,
27 = QUAD8S,
Shell FEM and SEM elements
29 = MITC3,
30 = MITC6,
31 = MITC4,
32 = MITC8,
84 = SHELL3S,
85 = SHELL4S,
86 = SHELL6S,
87 = SHELL8S,
Beam FEM and SEM elements, springs
36 = BEAM26,
37 = BEAM36,
39 = SPRING3D,
41 = SPRING6D,
83 = SPRING2D,
89 = BEAM27,
90 = BEAM37,
95 = BEAM26S,
96 = BEAM36S,
97 = BEAM27S,
98 = BEAM37S,
Point masses and points
38 = LUMPMASS3D,
40 = LUMPMASS6D,
82 = LUMPMASS2D,
99 = POINT3D,
100 = POINT2D,
101 = POINT6D,
105 = LUMPMASS2DR
materials
[
// Material Structure |
|
{ |
|
"id": <int>, |
// Material ID. |
"name": <string>, |
// Material Name. |
// Property groups. Not all groups can be specified. Not all groups and group properties are compatible with each other. See the interface for compatibility.
"elasticity": [...], |
// Elasticity and viscoelasticity. |
"common": [...], |
// General properties. |
"thermal": [...] |
// Thermal properties. |
"geomechanic": [...], |
// Geomechanics. |
"plasticity": [...], |
// Plasticity. |
"hardening": [...], |
// Hardening. |
"creep": [...], |
// Creep. |
"preload": [...], |
// Preload. |
"strength": [...], |
// Strength. |
}, |
|
{...} |
// Next item in the list. |
]
Material Property Group Structure
A group is written as an array of one element containing data about the group's properties.
[
{ |
|
"constants": [double], |
// Array of arrays of group property values. |
// Each element is encoded in Base64. |
|
// (constant or array) of the main array. |
|
// Formulas are written as a string without encoding. |
|
"const_types": [ [unsigned short int] ], |
// Array of arrays of dependency types |
// of each property in the group. For multidimensional |
|
// table dependencies for one property |
|
// There can be multiple TABULAR_* dependencies. |
|
"const_dep": [double], |
// Array of arrays of table arguments |
|
// dependencies. Empty string for constant and formula. |
// In Base64, each element of the main array |
|
// is encoded separately. |
|
"const_dep_size": [int], |
// Array of table dependency dimensions |
// of each property (number of table rows). |
|
// Equal to 0 for constants and formulas. |
|
"const_names": [int] |
// Names of group property constants. |
"type": [int], |
// Property type. |
} |
]
const_types
0 = CONSTANT,
1 = TABULAR_X,
2 = TABULAR_Y,
3 = TABULAR_Z,
4 = TABULAR_TIME,
5 = TABULAR_TEMPERATURE,
6 = FORMULA,
7 = TABULAR_FREQUENCY,
8 = TABULAR_STRAIN,
10 = TABULAR_ELEMENT_ID,
11 = TABULAR_NODE_ID,
12 = TABULAR_MODE_ID
type
elasticity:
0 = ISOTROPIC,
1 = ISOTROPIC_ORTHOTROPIC,
2 = ISOTROPIC_TRANSVERSAL_ISOTROPIC,
3 = BLATZ_KO,
4 = MURNAGHAN,
11 = COMPR_MOONEY,
20 = NEO_ISOTROPIC,
21 = ANISOTROPIC
common:
0 = USUAL
thermal:
0 = ISOTROPIC,
1 = ORTHOTROPIC,
2 = TRANSVERSAL_ISOTROPIC
geomechanic:
0 = BIOT_ISOTROPIC,
1 = BIOT_ORTHOTROPIC,
2 = BIOT_TRANSVERSAL_ISOTROPIC
plasticity:
0 = MISES,
1 = DRUCKER_PRAGER,
4 = DRUCKER_PRAGER_CREEP
9 = MOHR_COULOMB
hardening:
0 = LINEAR,
1 = MULTILINEAR
creep:
0 = NORTON
preload:
0 = INITIAL
strength:
0 = ISOTROPIC
const_names
elasticity
// ISOTROPIC
0 = YOUNG_MODULE,
1 = POISSON_RATIO,
// ISOTROPIC, MURNAGHAN
2 = SHEAR_MODULUS,
3 = BULK_MODULUS,
// BLATZ_KO
4 = MU,
5 = ALPHA,
6 = BETA,
// MURNAGHAN
7 = LAME_MODULE,
8 = C3,
9 = C4,
10 = C5,
// ISOTROPIC_TRANSVERSAL_ISOTROPIC
16 = E_T, |
17 = E_L, |
18 = PR_T, |
19 = PR_TL, |
20 = G_TL, |
// ISOTROPIC_ORTHOTROPIC
21 = G12, |
22 = G23, |
23 = G13, |
24 = PRXY, |
25 = PRYZ, |
26 = PRXZ, |
// COMPR_MOONEY
27 = C1,
28 = C2,
29 = D,
// ANISOTROPIC
82 = C_1111, |
83 = C_1112, |
84 = C_1113, |
85 = C_1122, |
86 = C_1123, |
87 = C_1133, |
88 = C_1212, |
89 = C_1213, |
90 = C_1222, |
91 = C_1223, |
92 = C_1233, |
|
93 = C_1313, |
94 = C_1322, |
95 = C_1323, |
96 = C_1333, |
||
97 = C_2222, |
98 = C_2223, |
99 = C_2233, |
|||
100 = C_2323, |
101 = C_2333, |
||||
102 = C_3333 |
common
// USUAL
0 = DENSITY,
1 = STRUCTURAL_DAMPING_RATIO,
2 = MASS_DAMPING_RATIO,
3 = STIFFNESS_DAMPING_RATIO
thermal
// ISOTROPIC
0 = COEF_LIN_EXPANSION,
1 = COEF_THERMAL_CONDUCTIVITY,
// ORTHOTROPIC
5 = COEF_THERMAL_CONDUCTIVITY_XX, |
9 = COEF_THERMAL_CONDUCTIVITY_YY, |
13 = COEF_THERMAL_CONDUCTIVITY_ZZ, |
14 = COEF_LIN_EXPANSION_X, |
15 = COEF_LIN_EXPANSION_Y, |
16 = COEF_LIN_EXPANSION_Z, |
// TRANSVERSAL_ISOTROPIC
17 = COEF_THERMAL_CONDUCTIVITY_T, |
18 = COEF_THERMAL_CONDUCTIVITY_L, |
19 = COEF_LIN_EXPANSION_T, |
20 = COEF_LIN_EXPANSION_L |
geomechanic
1 = FLUID_VISCOSITY,
2 = POROSITY,
3 = FLUID_BULK_MODULUS,
4 = SOLID_BULK_MODULUS,
19 = FLUID_DENSITY,
20 = BIOT_MODULUS,
// BIOT_ISOTROPIC
0 = PERMEABILITY,
5 = BIOT_ALPHA,
// BIOT_ORTHOTROPIC
6 = PERMEABILITY_XX, |
7 = PERMEABILITY_XY, |
8 = PERMEABILITY_XZ, |
9 = PERMEABILITY_YX, |
10 = PERMEABILITY_YY, |
11 = PERMEABILITY_YZ, |
12 = PERMEABILITY_ZX, |
13 = PERMEABILITY_ZY, |
14 = PERMEABILITY_ZZ, |
21 = BIOT_ALPHA_X, |
22 = BIOT_ALPHA_Y, |
23 = BIOT_ALPHA_Z |
// BIOT_TRANSVERSAL_ISOTROPIC
15 = PERMEABILITY_T, |
16 = PERMEABILITY_TT, |
17 = PERMEABILITY_TL, |
18 = PERMEABILITY_L, |
24 = BIOT_ALPHA_T, |
25 = BIOT_ALPHA_L |
plasticity
// MISES
0 = YIELD_STRENGTH,
// DRUCKER_PRAGER, MOHR_COULOMB
5 = YIELD_STRENGTH_COMPR,
7 = COHESION,
8 = INTERNAL_FRICTION_ANGLE,
9 = DILATANCY_ANGLE
// DRUCKER_PRAGER_CREEP
21 = DPC_A,
22 = DPC_N,
23 = DPC_M
hardening
// LINEAR
2 = E_TAN,
10 = E_TAN_COMPR,
1 = TENSILE_STRAIN,
6 = TENSILE_STRAIN_COMPR,
// MULTILINEAR
3 = HARDENING,
11 = HARDENING_COMPR,
41 = HARDENING_COHES,
creep
// NORTON
38 = C1,
39 = C2,
40 = C3
preload
// INITIAL
0 = STRESS_XX, |
1 = STRESS_YY, |
2 = STRESS_ZZ, |
3 = STRESS_XY, |
4 = STRESS_YZ, |
5 = STRESS_XZ, |
6 = STRAIN_XX, |
7 = STRAIN_YY, |
8 = STRAIN_ZZ, |
9 = STRAIN_XY, |
10 = STRAIN_YZ, |
11 = STRAIN_XZ, |
12 = PSI_XX, |
13 = PSI_YY, |
14 = PSI_ZZ, |
15 = PSI_XY, |
16 = PSI_YZ, |
17 = PSI_XZ, |
18 = PSI_YX, |
19 = PSI_ZY, |
20 = PSI_ZX, |
21 = GRADIENT_XX, |
22 = GRADIENT_YY, |
23 = GRADIENT_ZZ, |
24 = GRADIENT_XY, |
25 = GRADIENT_YZ, |
26 = GRADIENT_XZ, |
27 = GRADIENT_YX, |
28 = GRADIENT_ZY, |
29 = GRADIENT_ZX, |
30 = PLASTIC_STRAIN_XX, |
31 = PLASTIC_STRAIN_YY, |
32 = PLASTIC_STRAIN_ZZ, |
33 = PLASTIC_STRAIN_XY, |
34 = PLASTIC_STRAIN_YZ, |
35 = PLASTIC_STRAIN_XZ, |
36 = FINGER_STRAIN_XX, |
37 = FINGER_STRAIN_YY, |
38 = FINGER_STRAIN_ZZ, |
39 = FINGER_STRAIN_XY, |
40 = FINGER_STRAIN_YZ, |
41 = FINGER_STRAIN_XZ, |
42 = PLASTIC_STRAIN_MISES, |
||
43 = THERMAL_STRESS_XX, |
44 = THERMAL_STRESS_YY, |
45 = THERMAL_STRESS_ZZ, |
46 = THERMAL_STRESS_XY, |
47 = THERMAL_STRESS_YZ, |
48 = THERMAL_STRESS_XZ |
strength
// ISOTROPIC
0 = TENSILE_STRENGTH,
1 = TENSILE_STRENGTH_COMPR
property_tables
[
{
"id": <unsigned short int>, |
// Property table number. |
"name": <string>, |
// Property table description. |
"type": <int>, |
// Property table type. |
"direction_normal": <bool> |
// Defines the layer direction for the SHELL type. |
// True - along the normal, |
|
// False - against the normal. |
|
"thickness_change": <bool> |
// Determines whether to include the change |
// by shell thickness in SEM. |
|
"properties": {...} |
// Properties. |
"layers": |
// Shell layer properties. For the SHELL type. |
{ |
|
"properties": |
|
[ |
|
{ |
|
"angle" : <double>, |
// Layer rotation angle relative to |
// the element's local coordinate system. |
|
"material_id" : <int>, |
// Layer material ID. |
"t" : <double> |
// Layer thickness. |
}, |
|
{...} |
// Next layer properties. |
] |
|
} |
|
}, |
|
{...} |
// Next properties table. |
]
type
0 = SHELL,
1 = BEAM,
5 = LUMPMASS,
6 = SPRING
properties
The properties that can be set depending on the table type are described here.
// SHELL
{
"e": <double> |
// Eccentricity of the given geometry relative to the midsurface. |
// Varies from 0 (lower surface), |
|
// to 1 (upper surface). |
}
// LUMPMASS
{
"mass": <double>, |
// Mass. Mutually exclusive property with a set |
// properties mass_x, mass_y, mass_z . |
|
"mass_x": <double>, |
// Mass distribution along the X-axis. |
"mass_y": <double>, |
// Mass distribution along the Y-axis. |
"mass_z": <double>, |
// Mass distribution along the Z-axis. |
"mass_inertia": <double>, |
// Moment of inertia. |
// Mutually exclusive property with a set of properties |
|
// mass_inertia_x, mass_inertia_y, mass_inertia_z. |
|
"mass_inertia_x" : <double>, |
// Moment of inertia around the X-axis. |
"mass_inertia_y" : <double>, |
// Moment of inertia about the Y- axis. |
"mass_inertia_z" : <double> |
// Moment of inertia about the Z- axis. |
}
// SPRING
{
"spring_type": <string>, |
// Spring type. Options: |
// "linear_spring", |
|
// "combined_spring". |
|
// Linear_spring properties: |
|
"stiffness": <double>, |
// Tensile stiffness. |
"spring_constant_damping": <double>, |
// Constant damping coefficient. |
"spring_linear_damping": <double>, |
// Linear damping coefficient. |
"spring_mass": <double>, |
// Mass. |
"stiffness_torsional": <double>, |
// Torsional stiffness. |
"spring_constant_damping_torsional" : <double>, |
// Torsional damping coefficient. |
"spring_linear_damping_torsional" : <double>, |
// Linear damping coefficient |
// torsional damping coefficient. |
|
"spring_inertia" : <double>, |
// Moment of inertia. |
// Properties of combined_spring: |
|
"k1": <double>, |
// Stiffness of spring 1. |
"k2": <double>, |
// Stiffness of spring 2. |
"gap": <double>, |
// Gap. |
"limit_sliding_force": <double>, |
// Limit sliding force. |
"damping": <double>, |
// Constant damping coefficient. |
"mass": <double>, |
// Spring mass. |
"mass_distribution": <double>, |
// Mass distribution between nodes. |
|
// Options: |
// -1 - distribution to node 0; |
|
// 1 - distribution to node 1; |
|
// 0 - uniform distribution |
|
// between nodes 0 and 1. |
}
// BEAM
{
"section_type": <int>, |
// Beam section type. |
"angle": <double>, |
// Section rotation angle. |
"ey": <double>, |
// Eccentricity along the local Y-axis. |
"ez": <double>, |
// Eccentricity along the local Z-axis. |
"mesh_quality" : <double>, |
// Section mesh quality for 3D display. |
"warping_dof": <double>, |
// Including an additional degree of freedom. |
// for section torsion. |
// Parameters of the POINT section without a mesh
"area": <double>, |
// Cross-sectional area. |
"Ip": <double>, |
// Moment of inertia relative to the x-axis. |
"Iy": <double>, |
// Moment of inertia relative to the y-axis. |
"Iyz": <double>, |
// Centrifugal moment of inertia. |
"Iz": <double>, |
// Moment of inertia relative to the z-axis. |
"It": <double>, |
// Geometric torsional rigidity. |
"Iw": <double>, |
// Moment of inertia Iw. |
"max_y": <double>, |
// Maximum Y coordinate |
|
// from the signed center of mass. |
"max_z": <double>, |
// Maximum Z coordinate |
|
// from the signed center of mass. |
"shear_coefficient_yy": <double>, |
// YY shear coefficient. |
"shear_coefficient_zz": <double>, |
// ZZ shear coefficient. |
"shear_coefficient_zy": <double>, |
// ZY shear coefficient. |
"shear_center_y": <double>, |
// Y coordinate of the bending center. |
"shear_center_z": <double>, |
// Z coordinate of the bending center. |
// Display options for gridded sections
geometry:
{
// RECTANGLE
"B": <double>, |
// Width |
"H": <double>, |
// Height |
// ELLIPSE
"a ": <double>, |
// Major axis |
"b ": <double>, |
// Minor axis |
// I_BEAM
"B1": <double>, |
// Bottom Width |
"B2": <double>, |
// Top Width |
"H": <double>, |
// Height |
"c2": <double>, |
// Top Thickness |
"c1": <double>, |
// Bottom Thickness |
"d": <double> |
// Thickness |
// CIRCLE_WITH_A_CUT
"D1 ": <double>, |
// Outer Diameter |
"D2": <double>, |
// Inner Diameter |
"e": <double>, |
// Offset |
// C_BEAM
"H": <double>, |
// Height (H) |
"B2": <double>, |
// Top Width (B2) |
"B1": <double>, |
// Bottom Width (B1) |
"c2": <double>, |
// Top Thickness (c2) |
"c1": <double>, |
// Bottom Thickness (c1) |
"d": <double> |
// Thickness (d) |
// L_BEAM
"H": <double>, |
// Height (H) |
"B": <double>, |
// Bottom Width (B) |
"d": <double>, |
// Top Thickness (d) |
"c1": <double>, |
// Bottom Thickness (c1) |
// Z_BEAM
"H": <double>, |
// Height (H) |
"B2": <double>, |
// Top Width (B2) |
"B1": <double>, |
// Bottom Width (B1) |
"c2": <double>, |
// Top Thickness (c2) |
"c1": <double>, |
// Bottom thickness (c1) |
"d": <double> |
// Thickness (d) |
// T_BEAM
"H": <double>, |
// Height (H) |
"B": <double>, |
// Bottom Width (B) |
"d": <double>, |
// Top Thickness (d) |
"c1": <double>, |
// Bottom Thickness (c1) |
// RECTANGLE_WITH_A_CUT
"H": <double>, |
// Height (H) |
"B": <double>, |
// Width (B) |
"d1": <double>, |
// Left Width (d1) |
"d2": <double>, |
// Right Width (d2) |
"c2": <double>, |
// Upper Thickness (c2) |
"c1": <double> |
// Lower Thickness (c1) |
// HAT_BEAM
"H": <double>, |
// Height (H) |
"B3": <double>, |
// Top Width (B3) |
"B1": <double>, |
// Bottom Left Width (B1) |
"B2": <double>, |
// Bottom Right Width (B2) |
"d1": <double>, |
// Left Thickness (d1) |
"d2": <double> |
// Right Thickness (d2) |
"c3": <double>, |
// Top Thickness (c3) |
"c1": <double>, |
// Bottom Left Thickness (c1) |
"c2": <double> |
// Bottom right thickness (c2) |
// PIPE
"d1 ": <double>, |
// Outer Diameter |
"d2": <double>, |
// Inner Diameter |
"p1": <double>, |
// External Pressure |
"p2": <double>, |
// Internal Pressure |
}
}
section_type
0 = RECTANGLE, |
// Rectangle |
1 = ELLIPSE, |
// Ellipse |
2 = I_BEAM, |
// I-Beam |
3 = CIRCLE_WITH_A_CUT, |
// Circle with a |
4 = POINT, |
// Manual section parameter adjustment |
5 = C_BEAM, |
// Channel |
6 = L_BEAM, |
// Angle |
7 = Z_BEAM, |
// Z-section |
8 = T_BEAM, |
// T-beam |
9 = RECTANGLE_WITH_A_CUT, |
// Hollow rectangle |
10 = HAT_BEAM, |
// Trough profile |
12 = PIPE |
// Pipe |
sets
{
"nodesets": |
// Node sets. |
[ |
|
{ |
|
"id": <int>, |
// Node set number. |
"name": <string>, |
// Node set name. |
"apply_to": [<int>], |
// Array of node IDs. Encoded in Base64. |
// on one line. |
|
"apply_to_size": <int>, |
// Number of nodes in the set. |
} |
|
], |
|
"sidesets": |
// Sets of sides. |
[ |
|
{ |
|
"id": <int>, |
// Side set number. |
"name": <string>, |
// Side set name. |
"apply_to": [ [int, int] ], |
// 2-dimensional array of arrays, |
// containing [element id, number |
|
// faces/edges]. Encoded in Base64. |
|
// array of arrays as a single string. |
|
"apply_to_size": <int> |
// Number of sides of elements in the set. |
} |
|
] |
}
loads
[
{
"id": <int>, |
// Load ID. |
"name": string, |
// Load description. |
"type": <int>, |
// Load type. |
"data": [double], |
// Array of arrays of load component values. |
// Each element is encoded in Base64. |
|
// (constant or array) of the main array. |
|
// Formulas are written as a string without encoding. |
|
// Empty string for the inactive load component. |
|
apply_to_size: <int>, |
// Number of entitys to |
// The load is applied. |
|
apply_to: [int]", |
// Array of entitys to which the load is applied. |
// Encoded in Base64 by one line. |
|
// The entity type (node, side, element) depends |
|
// on the load type. Can have a string value. |
|
// "all" if applied to all entitys. |
|
"dep_var_num": [double] |
// Array of table dependency dimensions |
// each load component (number of lines |
|
// tables). In Base64, every element of the main |
|
// The array is encoded separately. |
|
// Equal to 0 for constant and formula. |
|
"dep_var_size": [int], |
// Array of table dependency dimensions |
// each load component (number of rows |
|
// tables). Equal to 0 for constant and formula. |
|
"dependency_type": [int | string], |
// Array of arrays of dependency types for each |
// load components. For multidimensional |
|
// table dependencies for one component |
|
// there may be multiple TABULAR_* dependencies. |
|
// The array component is equal to the empty string for |
|
// an inactive load component. |
}
]
type
// Load types and application entitys
// Face loads |
|
1 = FaceDeadStress, |
// Face stress. 1 component in data. |
3 = FaceTrackingStress, |
// Face tracking stress. |
// 1 component in data. |
|
11 = FaceHeatFlux, |
// Face heat flux. |
// 1 component in data. |
|
13 = FaceConvection, |
// Edge convection. |
// 2 components in data: |
|
// ambient temperature, |
|
// heat transfer coefficient. |
|
15 = FaceRadiation, |
// Facet radiation. 2 components in data: |
// ambient temperature, |
|
// radiation. |
|
19 = FaceAbsorbingBC, |
// Face absorbing BC. |
// No components in data. |
|
21 = ShellHeatfluxTopBottom, |
// Heat flux top and bottom. |
// 2 components in data: |
|
// Heat flux top and heat flux bottom. |
|
22 = ShellHeatfluxTop, |
// Heat flux top. 1 component in data. |
23 = ShellHeatfluxBottom, |
// Heat flux bottom. 1 component in data. |
24 = ShellConvectionTopBottom, |
// Convection top and bottom. 4 components in data: |
// ambient temperature above, |
|
// heat transfer coefficient from above, |
|
// ambient temperature from below, |
|
// heat transfer coefficient from below. |
|
25 = ShellConvectionTop, |
// Convection top. 2 components in data: |
// ambient temperature above, |
|
// heat transfer coefficient from above. |
|
26 = ShellConvectionBottom, |
// Convection low. 2 components in data: |
// ambient temperature below, |
|
// heat transfer coefficient from below. |
|
35 = FaceDistributedForce, |
// Distributed force on the edge. |
// 6 components in data: |
|
// Force along X, Y, Z, moment along X, Y, Z. |
|
36 = FaceEquivalentForce, |
// Equivalent force on the face. |
// 6 components in data: |
|
// Force along X, Y, Z, moment along X, Y, Z. |
|
37 = FaceTrackingDistributedForce, |
// Distributed tracking force on the face. |
// 6 components in data: |
|
// Force along X, Y, Z, moment along X, Y, Z. |
|
38 = FaceTrackingEquivalentForce, |
// Equivalent force on the face. |
// 6 components in the data: |
|
// Force along X, Y, Z, moment along X, Y, Z. |
|
39 = FaceFluidFlux, |
// Fluid flow through the face. |
// 1 component in the data. |
// Edge loads |
|
2 = SegmentDeadStress, |
// Edge stress. 1 component in data. |
4 = SegmentTrackingStress, |
// Edge tracking stress. |
|
// 1 component in data. |
12 = SegmentHeatFlux, |
// Heat flux at the fin. |
|
// 1 component in data. |
14 = SegmentConvection, |
// Convective heat transfer at the fin. |
|
// 2 components in data: |
// ambient temperature, |
|
// heat transfer coefficient. |
|
16 = SegmentRadiation, |
// Radiation on the edge. 2 components in data: |
// ambient temperature, |
|
// radiation. |
|
20 = SegmentAbsorbingBC, |
// Absorbing GU on the edge. |
// There are no components in data. |
|
31 = SegmentDistributedForce, |
// Distributed force on the edge. |
|
// 6 components in data: |
|
// Force along X, Y, Z, moment along X, Y, Z. |
32 = SegmentEquivalentForce, |
// Equivalent force on the edge. |
|
// 6 components in data: |
|
// force along X, Y, Z, moment along X, Y, Z. |
33 = SegmentTrackingDistributedForce, |
// Distributed tracking force on the edge. |
// 6 components in data: |
|
|
// Force along X, Y, Z, moment along X, Y, Z. |
34 = SegmentTrackingEquivalentForce, |
// Equivalent tracking force on the edge. |
// 6 components in data: |
|
|
// Force along X, Y, Z, moment along X, Y, Z. |
40 = SegmentFluidFlux, |
// Fluid flow through the rib. |
// 1 component in data. |
// Node loads |
|
5 = NodeForce, |
// The nodal force. 6 component in data: |
// force in X, Y, Z, moment in X, Y, Z. |
|
18 = HeatSource, |
// A nodal heat source. |
// 1 component in data. |
|
28 = NodeHeatFlux, |
// Nodal heat flow. |
// 1 component in data. |
|
29 = NodeConvection, |
// Nodal convection. 2 components in data: |
// ambient temperature, |
|
// heat transfer coefficient. |
|
30 = NodeRadiation, |
// Nodal radiation. 2 components in data: |
// ambient temperature, |
|
// radiation. |
|
41 = NodeFluidFlux, |
// The flow of liquid through the node. |
// 1 component in data. |
|
43 = FluidSource, |
// A nodal source of fluid. |
// 1 component in data. |
// Element loads |
|
17 = VolumeHeatSource, |
// Volumetric heat source. |
// 1 component in data. |
|
42 = VolumeFluidSource, |
// Volumetric liquid source. |
// 1 component in data. |
|
44 = VolumeGravityMassForce |
// Gravity. 3 components in data: |
// by X, Y, Z. |
restraints
[
{ |
|
"id": <int>, |
// Pin number. |
"name": <string>, |
// Description of pinning. |
"flag": [int], |
// An array of pinning types for each |
// direction. |
|
"data": [double | string] |
// An array of arrays of GU component values. |
// Each element is encoded in Base64 |
|
// (constant or array) of the main |
|
// arrays, formulas are written as a string |
|
// without encoding. Empty line for |
|
// inactive GU component. |
|
"apply_to":[int] | <string>, |
// An array of entitys to which the GU is applied. |
// It is encoded in Base64 with a single line. |
|
// Entity type (node, side, element) |
|
// depends on the GU used. |
|
// It can have the string value "all", |
|
// if applied to all entitys. |
|
"apply_to_size": <unsigned int>, |
// The number of entitys to which |
// pinning is applied. |
|
"dep_var_num": [double] |
// Array of tabular dimensions |
// dependencies of each GU component |
|
// (number of rows in the table). |
|
// In Base64, each element is basic |
|
// arrays are encoded separately. |
|
// Is equal to 0 for the constant and formula. |
|
"dep_var_size": [int], |
// Array of tabular dimensions |
// dependencies of each GU component |
|
// (number of rows in the table). |
|
// Is equal to 0 for the constant and formula. |
|
"dependency_type": [int | string], |
// Array of dependency types |
// for each component of the GU. With multidimensional |
|
// tabular dependencies of one |
|
// There may be several components |
|
// TABULAR_* dependencies. Component |
|
// the array is equal to an empty string for |
|
// inactive GU component. |
|
"step" : [int] |
// The steps where the GU is active. |
}, |
|
{...} |
// The next GU. |
]
flag
//The value options and the size of the array of anchor types are listed here.
0 = EmptyRestraint, |
// There is no restraints. Used in arrays |
// along with the rest of the options. |
|
1 = Displacement, |
// GU for moving and rotating nodes. |
// The length of the array is 6. |
|
// Example. "flag": [1, 0, 0, 0, 1, 0]. |
|
2 = Velocity, |
// GU for velosity and turning speeds for nodes. |
// The length of the array is 6. |
|
3 = Temperature, |
// Temperature GU for nodes. |
// The length of the array is 1. |
|
// Example. "flag": [3]. |
|
4 = TemperatureTop, |
// Temperature on the upper surface. For nodes |
// shell elements. |
|
// It is used together with the TemperatureBottom. |
|
// The length of the array is 2. |
|
// Example. "flag": [4, 5]. |
|
5 = TemperatureBottom, |
// Temperature on the lower surface. For nodes |
// shell elements. |
|
// It is used together with TemperatureTop. |
|
// The length of the array is 2. |
|
6 = TemperatureMiddle, |
// Temperature for nodes on the median surface |
// the shell element. |
|
// It can be applied independently or |
|
// together with the temperatureradient. |
|
// The length of the array is 1 or 2. |
|
// Example 1. "flag": [6]. |
|
// Example 2. "flag": [6, 7]. |
|
7 = TemperatureGradient, |
// Temperature gradient for nodes |
// the shell element. |
|
// It can be applied independently or |
|
// along with the TemperatureMiddle. |
|
// The length of the array is 1 or 2. |
|
// Example 1. "flag": [7]. |
|
9 = Acceleration, |
// Acceleration and angular acceleration guidelines for nodes. |
// The length of the array is 6. |
|
// Example. "flag": [9, 0, 9, 0, 0, 0]. |
|
10 = PorePressure, |
// Pore pressure GU for nodes. |
// The length of the array is 1. |
|
// Example. "flag": [10]. |
|
12 = DirectionDisplacement, |
// GU in the direction of movement. |
// It is applied to the faces of the elements. |
|
// The length of the array is 1. |
|
13 = DirectionVelocity, |
// GO in the direction of velocity. |
// It is applied to the faces of the elements. |
|
// The length of the array is 1. |
|
14 = DirectionAcceleration, |
// GO in the acceleration direction. |
// It is applied to the faces of the elements. |
|
// The length of the array is 1. |
|
15 = VolumeAngularVelocity, |
// Angular velocity GU. Applies to the elements. |
// The length of the array is 3. |
|
// Example. "flag": [15, 15, 0]. |
initial_sets
[
{ |
|
"id": <int>, |
// The number of the initial conditions (IC). |
"name": <string>, |
// The name of the IC. |
"type": <int>, |
// Type IC. |
"flag": [int], |
// An array of flags indicating for which |
// initial conditions are set for the parameters : |
|
// 0 - not specified, 1 - yes. |
|
// The size of the array is 6 for data types. |
|
// Displacement and Velocity, |
|
// equal to 3 for the angularVelocity type, equal to 1 for |
|
// of the Temperature and PorePressure types. |
|
"apply_to":[int] | <string>, |
// An array of node numbers to which NU is applied. |
// It is encoded in Base64 as a single string. |
|
// Can be replaced with the string "all" if IC |
|
// applies to all nodes of the model. |
|
"apply_to_size": <int>, |
// The number of nodes to which the NU is applied. |
"dep_var_size": [int] |
// Array of dimensions of the tabular dependency |
// for each component (number of rows in the table). |
|
// Is equal to 0 for the constant and formula. |
|
"dep_var_num": [double] |
// Array of table dependency arguments |
// (by columns if there are more than 1 dependencies). |
|
// It is encoded in Base64 with a single line. |
|
// Is equal to an empty string """ for a constant |
|
// and formulas. |
|
"data": [[double]|<string>] |
// An array of arrays of NU component values. |
// Each element is encoded in Base64 (constant |
|
// or an array) of the main array, formulas |
|
// written as a string without encoding. |
|
// Empty string for inactive GU component. |
|
"dependency_type": [int] |
// The type of dependence of the component of the initial conditions. |
// See const_types in the materials section. |
|
} |
]
type
0 = Displacement,
1 = Velocity,
2 = AngularVelocity,
3 = Temperature,
4 = PorePressure
contact_constraints
[
{ |
|
"detection_tolerance": <double>, |
// The accuracy of the tangential contact search. |
"friction": <double>, |
// Coefficient of friction. Used for |
// contacts of the "general" type. |
|
"id": <int>, |
// The contact's number. |
"ignore_overlap": <bool>, |
// Ignores the initial overlap. |
// It is used for contact type "general". |
|
"name": <string>, |
// The contact's name. |
"step": [int], |
// The steps where the contact is active. |
"master_size": <int>, |
// The number of nodes of the main entity. |
"master": "[int, int]", |
// Array of [element id, side id] pairs |
// the main entity. |
|
// It is encoded in Base64 as a single string. |
|
"slave_size": <int>, |
// The number of nodes of the side entity. |
"slave": "[elem_id, face_id]", |
// Array of [element id, side id] pairs |
// a side entity. |
|
// It is encoded in Base64 as a single string. |
|
"type": <string>, |
// The type of contact. Options: "general", |
// "tied", "tied_normal", "tied_tangent". |
|
"method": <string>, |
// The method of setting the contact. |
// Options: "auto", "penalty", "mpc". |
|
"tolerance": <double>, |
// The accuracy of the contact search is "general", |
// "tied", "tied_normal". |
|
"offset": <double>, |
// Offset. It is used for contact types. |
"preload": <double>, |
// Preload. Used for contact |
// of the "tied_tangent" type. |
|
"normal_stiffness":<double>, |
// Normal contact stiffness. |
// It is used for the "penalty" method. |
|
"tangent_stiffness": <double>, |
// Tangential contact stiffness. |
// It is used for the "penalty" method. |
|
"search_radius": <double>, |
// The radius of the contact surface search. |
"max_overlap": <double>, |
// Maximum penetration. |
} |
]
coupling_constraints
[
{ |
|
"id": <int>, |
// Contact number. |
"name": <string>, |
// The name of the connection. |
"cs": <int>, |
// The CC in which the relationship is set. |
"step": [int], |
// The steps where the connection is active. |
"master": [int], |
// An array of nodes of the main entity. |
//It is encoded in a single string in Base64. |
|
"master_size": <int>, |
// The number of nodes of the main entity. |
"slave": [int], |
// An array of nodes of a side entity. |
// It is encoded in a single string in Base64. |
|
"slave_size": <int>, |
// The number of nodes of the side entity. |
"type": <int>, |
// The type of connection. |
"dofs": [int], |
// An array of degrees of freedom. There are always 6 components, |
// the included degrees of freedom are 1, |
|
// the rest are 0. |
|
// For ELASTICITY type connections. |
|
"stiffness": [double], |
// Stiffness of the bond. Used for types |
// ELASTICITY or DIRECTION links. |
|
"direction": [double] |
// Direction. |
"master_dofs": [int], |
// An array of degrees of freedom of the master entity. |
// There are always 6 components, degrees included |
|
// freedoms are 1, others are 0. |
|
// For relations of the INTERPOLATION type. |
|
"slave_dofs": [int], |
// An array of degrees of freedom of a slave entity. |
// There are always 6 components, degrees included |
|
// freedoms are 1, others are 0. |
|
// For relations of the INTERPOLATION type. |
|
"distance_weighting": <bool> |
// Includes calculation of the weighting coefficients of the connection |
// depending on the distance between the entities. |
|
// For relations of the INTERPOLATION type. |
|
"factor": <int> |
// Multiplier for link weights of type |
// INTERPOLATION. |
|
} |
]
type
0 = ELASTICITY, |
// Communication by movement/rotation |
1 = TEMPERATURE, |
// Temperature connection |
2 = DISTANCE, |
// Communication by Distance (RBE2) |
3 = PORE_PRESSURE, |
// Pore pressure connection |
4 = DIRECTION, |
// Communication by direction |
5 = INTERPOLATION |
// Interpolation coupling (RBE3) |
periodic_constraints
[
{ |
|
id: <int>, |
// GU number. |
name: <string>, |
// The name of the GU. |
cs: <int>, |
// The coordinate system in which the GU is applied. |
step: [int], |
// The steps where the GU is active. |
master_size: <int>, |
// The number of sides belonging to the master entity. |
master: [int, int], |
// An array of sides of the master entity, represented as |
// pairs of [element id, face/edge id]. |
|
// In Base64, it is encoded with a single string. |
|
slave_size: <int>, |
// The number of sides belonging to the slave entity. |
slave: [int, int], |
// An array of sides of a slave entity, represented by |
// as pairs of [element id, face/edge id]. |
|
// In Base64, it is encoded with a single string. |
|
type: <int>, |
// The type of periodic GU. |
sectors: <int> |
// The number of sectors. |
} |
]
type
0 = ALL,
1 = DISPLACEMENT,
2 = THERMAL_CONDUCTION,
3 = PORE_PRESSURE_CONDUCTION,
4 = VELOCITY,
5 = ACCELERATION
receivers
[
{ |
|
id: <int>, |
// The receiver set number. |
name: <string>, |
// The name of the receiver set. |
apply_to: [<int>], |
// Id of nodes that are receivers in the set. |
apply_to_size: <int>, |
// The number of receivers in the set. |
type: <int>, |
// The type of receiver set. |
dofs: [<int>], |
// Degrees of freedom to be deduced. |
// Required parameter for all types of sets, |
|
// except PRESSURE. |
|
output_step: <int> |
// Save the results every output_step steps. |
}, |
|
{...} |
// The next set of receivers. |
]
type
0 = DISPLACEMENT,
1 = VELOCITY,
2 = PRINCIPAL_STRESS,
3 = PRESSURE,
4 = ACCELERATION
settings
{ |
|
"type": <string>, |
// The type of calculation. |
// Options: "static", "dynamic", |
|
// "eigenfrequencies", "buckling", |
|
// "spectrum", "harmonic", "effectiveprops". |
|
"dimensions":<string>, |
// The dimension of the problem. Options: "2D", "3D". |
"plane_state": <string>, |
// Types of calculations for the "2D" dimension. |
// Options: "p-stress", "p-strain", |
|
// "axisym_x", "axisym_y". |
|
"permission_write": <bool>, |
// Allow writing to hard disk if |
// insufficient RAM. |
|
"periodic_bc": <bool>, |
// Periodic GU for calculation |
// effective properties. |
|
"finite_deformations": <bool>, |
// Enable finite deformations. |
"elasticity": <bool>, |
// Turn on the elasticity. |
"plasticity": <bool>, |
// Enable plasticity. |
"heat_transfer": <bool>, |
// Turn on the heat transfer conductivity. |
"porefluid_transfer" : <bool>, |
// Turn on porefluid transfer conduction. |
"slm" : <bool>, |
// Enable additive manufacturing. |
"incompressibility": <bool>, |
// Enable incompressibility. |
"preload": <bool>, |
// The preloaded model. |
"lumpmass": <bool>, |
// Use a lumped one |
// the diagonal mass matrix. |
|
"radiation_among_surfaces" : <bool>, |
// Turn on the radiant heat exchange. |
"linear_solver": {...}, |
// Linear solver settings. |
"nonlinear_solver": {...}, |
// Settings of the nonlinear solver. |
"damping": {...}, |
// Damping settings. |
"thermal_gap_settings": {...}, |
// Termal gap solver settings. |
"eigen_solver": {...}, |
// Settings of the natural eigen solver. |
dynamics: {...}, |
// Dynamic calculation settings. |
"statics" : {...}, |
// Static calculation settings. |
"harmonic": {...}, |
// Harmonic calculation settings. |
"output": {...}, |
// Data output settings. |
"test_opts": {...} |
// Settings of the debug version of the kernel. |
} |
linear_solver
{ |
|
"method": <string>, |
// The SLOUGH solution method. Options: "auto", |
|
"direct", "iterative". |
iter_opts: |
// Iterative solver settings. |
{ |
|
"epsilon": <double>, |
// Epsilon accuracy. |
"stopping_criteria": <double>, |
// Absolute accuracy. |
"max_iterations": <int>, |
// The maximum number of iterations. |
"preconditioner": <string> |
// Choosing a preconditioner. |
// Options: "auto", "no", "diagonal", |
|
// "ilu0", "ilu2", "ilut". |
|
} |
|
"on_fail": <bool>, |
// Use other methods in case of error. |
// Only for the "auto" method. |
|
"use_uzawa": <string>, |
// Use the Uzawa method. |
// Options: "auto", "yes", "no". |
|
"uzawa_max_iterations": <int>, |
// Maximum number of iterations |
// The Uzawa method. |
|
"uzawa_rel_precision": <double> |
// The relative accuracy of the Uzawa method. |
} |
nonlinear_solver
{ |
|
"arc_method": <bool>, |
// Enable the bordering arcs method. |
"line_search": <bool>, |
// Enable linear search. |
"max_iterations": <int>, |
// The maximum number of iterations. |
"min_load_steps": <int>, |
// The minimum number of loading steps. |
"max_load_steps": <int>, |
// The maximum number of loading steps. |
"tolerance": <double>, |
// Tolerance. |
"target_iter": <int> |
// The target number of iterations. |
} |
eigen_solver
{ |
|
number: <int> | <string>, |
// The number of natural frequencies. |
// If you need to print everything |
|
// in the range, then the parameter |
|
// becomes a string with the value "all". |
|
target: <double> | [double], |
// The target frequency value or |
// frequency range |
|
// (2 values in the array). |
|
solver: <string>, |
// The solution method. Options: |
// "auto", "krylovschur", |
|
// "arnoldi", "lanczos", "gd", "jd". |
|
spectr_trans: |
// Spectral settings |
// transformations. |
|
{ |
|
"name": <string>, |
// Name of the spectral |
// transformations. |
|
// Options: "auto", "shift", |
|
// "shift_invert", "general_cayley". |
|
"shift_value": <double>, |
// Shift value for methods |
// "shift", "shift_invert" or"general_cayley". |
|
"anti_shift_value": <double> |
// Reverse shift value |
// for the general_cayley method. |
|
}, |
|
linear_solver: |
// Linear solver settings for the midrange. |
{ |
|
solver: <string>, |
// The SLOUGH solver. Options: |
// "auto", "direct", "iterative". |
|
method: <string>, |
// The type of iterative solver. |
// Options: "auto", "preonly", |
|
// "cg", "gmres","richardson", |
|
// "chebyshev", "bicg", "bcgs", |
|
// "minres", "tfqmr", "cr", "gcr". |
|
preconditioner: |
// The type of preconditioner. |
// Options: "auto", "lu", |
|
// "none", "jacobi", "bjacobi", |
|
// "sor", "ssor", "ilu", "asm". |
|
iter_opts: |
// Iterative settings |
// the number solver. |
|
{ |
|
linear_absolute_tolerance: <double>, |
// Absolute tolerance. |
linear_relative_tolerance: <double>, |
// Relative tolerance. |
linear_max_iterations: <int>, |
// The maximum number of iterations. |
linear_divergence_tolerance: <double> |
// Acceptable deviation. |
} |
|
} |
|
relative_tolerance: <float value>, |
// Relative tolerance |
// the number solver. |
|
absolute_tolerance: float value, |
// Absolute tolerance of the counter solver. |
eps_max_iterations: <int value>, |
// Maximum number of iterations |
// the number solver. |
|
evaluate_effective_mass: <bool value>, |
// Calculate effective masses. |
rotation_center: [double] |
// An array of 3 values defining |
//the point relative to which to count |
|
// moments of inertia of the model |
|
// when enabled |
|
// evaluate_effective_mass. |
|
} |
damping
{ |
|
"use" : <bool>, |
// Use damping in the calculation. |
"structural": <double>, |
// The value of structural damping. |
"mass_matrix": <double>, |
// The damping value of the mass matrix. |
"stiffness_matrix": <double>, |
// The damping value of the stiffness matrix. |
"coriolis": <bool>, |
// Consider the Coriolis effect. |
} |
thermal_gap_settings
{ |
|
"start_temp": <double>, |
// The initial temperature. |
"end_temp": <double>, |
// The end temperature. |
"step_temp": <double>, |
// The temperature step. |
"scatangle_eps": <double>, |
// The tolerance of the scattering angle. |
"impact_eps": <double>, |
// The tolerance of the aiming parameter. |
"velocity_eps": <double>, |
// Relative velocity tolerance. |
} |
statics
{ |
|
"result_output_time": <double>, |
// Output of results every |
|
// result_output_time time interval. |
|
// Mutually exclusive parameter with |
//"result_output_iter" and "result_number". |
|
"result_output_iter": <int>, |
// Output of results every |
// result_output_iter step. |
|
"result_number": <int>, |
// The total number of output steps. |
"steps_count": <int> |
// The number of static steps. |
} |
dynamics
{ |
|
method: <string>, |
// The solution method. Options: |
// "full_solution", "mod_superposition". |
|
scheme: <string>, |
// The scheme of the solution. Options: |
// "explicit", "implicit". |
|
max_time: <double>, |
// The maximum decision time. |
time_step: <double>, |
// Time step. |
steps_count: <int>, |
// The number of time steps. |
courant: <double>=0=1, |
// The number of the Courant. |
// Only for the explicit schema. |
|
max_steps_count: <int>, |
// Maximum number of steps. |
// Only for the explicit schema. |
|
newmark_gamma: <double>, |
// A parameter of the Newmark scheme. |
|
// Only for the implicit schema. |
"result_output_time": <double> |
// Output of results every |
// result_output_time time interval. |
|
// Mutually exclusive parameter with |
|
// parameters "result_output_iter" |
|
and result_number. |
|
"result_output_iter": <int>, |
// Output of results every |
// result_output_iter step. |
|
"result_number": <int>, |
// The total number of output steps. |
mod_count: <int> |
// The number of modes in the superposition method. |
}, |
harmonic
{ |
|
"method": <string>, |
// The solution method. The value is only |
|
// "mod_superposition". |
"frequency_step": <double>, |
// The frequency step for the selected range. |
|
// A mutually exclusive parameter with "steps_count". |
"steps_count": <int> |
// The number of steps in the selected range. |
} |
test_opts
{ |
|
"print_matrix_full": <bool>, |
// Output the full version of the matrix. |
"print_matrix_txt": <bool>, |
// Output a text version of the matrix. |
"print_matrix_bin": <bool>, |
// Output the binary version of the matrix. |
"print_matrix_ccs": <bool>, |
// Output the ccs version of the matrix. |
"precision": <int>, |
// Number of decimal places |
// when the matrix is output. |
|
"output_iteration_results": <bool> |
// Output the result in iterations. |
} |
output
{ |
|
"energy": <bool>, |
// Calculate kinetic energy |
// and the strain energy. |
|
"intermediate_results": <bool>, |
// Output an intermediate result. |
// Only for non-linear tasks. |
|
"log": <bool>, |
// Output Log. |
"normal_force": <bool>, |
// Calculate the reaction force of the support. |
"record3d": <bool>, |
// Record 3D view for girders/ |
// shell models. |
|
"vtu": <bool>, |
// Output VTU. |
"full_periodic": <bool>, |
// Output a complete model for |
// periodic GU. |
|
"material": <bool>, |
// Display the properties of materials. |
"model_properties": <bool>, |
// Output model properties. |
"without_smoothing": <bool> |
// Turn off the results without smoothing . |
} |