Input Data
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(Difference between revisions)
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* <tt>.cond</tt> containing conditions connectivities and node's fixed dofs | * <tt>.cond</tt> containing conditions connectivities and node's fixed dofs | ||
* <tt>.init</tt> for nodal initial values | * <tt>.init</tt> for nodal initial values | ||
+ | |||
+ | All files are free format and the reading is not depend to the spaces, tabs, endlines etc. | ||
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... | ... | ||
... | ... | ||
− | + | [NodeId, X, Y, Z], | |
− | + | ]) | |
for example: | for example: | ||
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The <tt>NodeId</tt>s can be noconsequtive and also not in order, however the ordered input can improve the reading time. | The <tt>NodeId</tt>s can be noconsequtive and also not in order, however the ordered input can improve the reading time. | ||
+ | |||
+ | |||
+ | == Properties File == | ||
+ | This file must have the <tt>.prop</tt> extension with following format: | ||
+ | |||
+ | |||
+ | PROPERTIES[PropertiesId][ScalarVariableName] = Value | ||
+ | PROPERTIES[PropertiesId][VectorialVariableName] = [Value1, Value2, Value3] | ||
+ | PROPERTIES[PropertiesId][MatricialVariableName] = [[Value11, Value12, Value13], | ||
+ | [Value21, Value22, Value23], | ||
+ | [Value31, Value32, Value33]] | ||
+ | |||
+ | For example: | ||
+ | PROPERTIES[1][END_TIME] = 0.1; | ||
+ | PROPERTIES[1][DELTA_TIME] = 0.001; | ||
+ | |||
+ | PROPERTIES[2][DENSITY] = 2700.000000; | ||
+ | PROPERTIES[2][YOUNG_MODULUS] = 7000000.000000; | ||
+ | PROPERTIES[2][GRAVITY] = [-39.5, 0.00, 0.00]; | ||
+ | |||
+ | |||
+ | == Elemental Connectivities File == | ||
+ | This file must have the <tt>.elem</tt> extension with following format: | ||
+ | |||
+ | ELEMENTS[ElementId] = ElementName([NodeId1,NodeId2, ..,NodeIdn],PropertiesId); | ||
+ | |||
+ | For example: | ||
+ | |||
+ | ELEMENTS[1] = TotalLagrangian2D3N([1,2,3],1); | ||
+ | ELEMENTS[2] = TotalLagrangian2D3N([2,6,4],1); | ||
+ | ELEMENTS[3] = TotalLagrangian2D3N([6,11,8],1); | ||
+ | ELEMENTS[4] = TotalLagrangian2D3N([11,18,17],2); | ||
+ | ELEMENTS[5] = TotalLagrangian2D3N([18,26,24],2); | ||
+ | ELEMENTS[6] = TotalLagrangian2D3N([26,36,33],2); |
Revision as of 10:30, 5 May 2008
The current input data consist of five archives with followin extensions:
- .node for the nodal coordinates
- .prop which containes the elemental properties
- .elem for elemental connectivities
- .cond containing conditions connectivities and node's fixed dofs
- .init for nodal initial values
All files are free format and the reading is not depend to the spaces, tabs, endlines etc.
Nodal Coordinates File
This file must have the .node extension with following format:
NODES = NodesList([ [NodeId, X, Y, Z], [NodeId, X, Y, Z], ... ... ... [NodeId, X, Y, Z], ])
for example:
NODES = NodesList([ [1, 0.05000, 0.00000, 0.00000], [2, 0.05000, 0.01000, 0.00000], ... ... ... [1000, 0.00000, 1.00000, 0.00000] ])
The NodeIds can be noconsequtive and also not in order, however the ordered input can improve the reading time.
Properties File
This file must have the .prop extension with following format:
PROPERTIES[PropertiesId][ScalarVariableName] = Value PROPERTIES[PropertiesId][VectorialVariableName] = [Value1, Value2, Value3] PROPERTIES[PropertiesId][MatricialVariableName] = [[Value11, Value12, Value13], [Value21, Value22, Value23], [Value31, Value32, Value33]]
For example:
PROPERTIES[1][END_TIME] = 0.1; PROPERTIES[1][DELTA_TIME] = 0.001;
PROPERTIES[2][DENSITY] = 2700.000000; PROPERTIES[2][YOUNG_MODULUS] = 7000000.000000; PROPERTIES[2][GRAVITY] = [-39.5, 0.00, 0.00];
Elemental Connectivities File
This file must have the .elem extension with following format:
ELEMENTS[ElementId] = ElementName([NodeId1,NodeId2, ..,NodeIdn],PropertiesId);
For example:
ELEMENTS[1] = TotalLagrangian2D3N([1,2,3],1); ELEMENTS[2] = TotalLagrangian2D3N([2,6,4],1); ELEMENTS[3] = TotalLagrangian2D3N([6,11,8],1); ELEMENTS[4] = TotalLagrangian2D3N([11,18,17],2); ELEMENTS[5] = TotalLagrangian2D3N([18,26,24],2); ELEMENTS[6] = TotalLagrangian2D3N([26,36,33],2);