This specific format of Results Mapper information file is defined in order to import stamping results in the crash model.
/TITLE
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Title-name |
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Where: |
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Type |
Unit |
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Is a keyword |
Keyword |
No |
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Is the a name of the model |
String |
No |
/MAPPED_DATA
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7 |
8 |
9 |
10 |
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Flag |
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Where: |
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Type |
Unit |
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Is a keyword |
Keyword |
No |
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is a flag which can be:
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Flag |
No |
/NODE
1 |
2 |
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6 |
7 |
8 |
9 |
10 |
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Node_id |
X_coord |
Y_coord |
Z_coord |
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Where: |
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Type |
Unit |
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Is a keyword |
Keyword |
No |
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Is the node identifier number |
Integer |
No |
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is the coordinate value of the node around first global frame direction |
Real |
Length |
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is the coordinate value of the node around second global frame direction |
Real |
Length |
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is the coordinate value of the node around third global frame direction |
Real |
Length |
/ELEM/ELEM_TYPE
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2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
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Elem_id |
Node_1 |
Node_2 |
Node_3 |
Node_4 |
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Where: |
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Type |
Unit |
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is a keyword |
Keyword |
No |
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is a keyword which define the type of element:
|
Keyword |
No |
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is the element identifier number |
Integer |
No |
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is node identifier number of the element connectivity |
Integer |
No |
/XCHANGE_DATA/LOCAL_FRAME
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2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
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Elem_id |
NPT |
NPS |
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Where: |
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Type |
Unit |
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is a keyword |
Keyword |
No |
|||||||||||
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is a keyword. The results are written in the same local frame as the RADIOSS one. |
Keyword |
No |
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is the element identifier number |
Integer |
No |
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is the number of integration point through the thickness |
Integer |
No |
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is the number of Gauss point on the shell surface (not currently used) |
Integer |
No |
1* |
2* |
3* |
4* |
5* |
6* |
Thick |
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S_X(1,1) |
S_Y(1,1) |
S_XY(1,1) |
S_XZ(1,1) |
S_YZ(1,1) |
EPSP(1,1) |
… |
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S_X(NPT,1) |
S_Y(NPT,1) |
S_XY(NPT,1) |
S_XZ(NPT,1) |
S_YZ(NPT,1) |
EPSP(NPT,1) |
* field of 12 digits.
Where: |
|
Type |
Unit |
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is the thickness of the element |
Real |
Length |
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is the stress around X direction for the ith integration point of the jth Gauss point of the element |
Real |
Force/length2 |
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is the stress around Y direction for the ith integration point of the jth Gauss point of the element |
Real |
Force/length2 |
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is the shear stress in the plane XY for the ith integration point of the jth Gauss point of the element |
Real |
Force/length2 |
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is the shear stress in the plane XZ for the ith integration point of the jth Gauss point of the element |
Real |
Force/length2 |
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is the shear stress in the plane YZ for the ith integration point of the jth Gauss point of the element |
Real |
Force/length2 |
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is the plastic stain in the element for the ith integration point of the jth Gauss point of the element |
Real |
Force/length2 |
Note: | The 3 nodes shell elements must be written after the 4 nodes shell elements. |
/ENDDATA
Where: |
|
Type |
Unit |
||
|
Keyword to finish the input. |
Keyword |
No |
#--1---|---2---|---3---|---4---|---5---|---6---|---7---|---8---|---9---|--10---| #XCHANGE INPUT FILE : Model.stp /TITLE example of M-Xhange file /MAPPED_DATA 0 /NODE 1 1.398435600E+02 3.913563370E+01-1.180800000E+01 1 1.868243430E+02 3.913563370E-01-1.180800000E+01 /ELEM/SHELL4N 1 7496 7498 7500 7501 2 7495 7499 7512 7514 /ELEM/SHELL3N/ 1 7496 7498 7500 10 5676 7526 5644 /XCHANGE_DATA/GLOBAL_FRAME #SHELL4N DATA 1 1 1 2.09509E+00 1.29725E+02 1.29725E+02 7.37888E+02 1.78872E+02-2.67278E+02-1.44972E+02 9.34029E-04 2 1 1 2.09509E+00 1.29725E+02 1.29725E+02 7.37888E+02 1.78872E+02-2.67278E+02-1.44972E+02 9.34029E-04 #SHELL3N DATA 1 1 1 2.09509E+00 1.29725E+02 1.29725E+02 7.37888E+02 1.78872E+02-2.67278E+02-1.44972E+02 9.34029E-04 10 1 1 2.09509E+00 1.29725E+02 1.29725E+02 7.37888E+02 1.78872E+02-2.67278E+02-1.44972E+02 9.34029E-04 # /ENDDATA #--1---|---2---|---3---|---4---|---5---|---6---|---7---|---8---|---9---|--10---| |