7.4.11.2. Output Node(FFlex)
The lists of nodes include a result set about each node as position, velocity, acceleration, strain and stress.
Output |
Plot Content |
Outputs |
Node |
Pos_ |
Position and Z-X-Z euler angles of the node |
Vel_ |
Velocity of the node. The translational velocity is measured in the inertia reference frame. The angular velocity is measured in the reference frame of node |
|
Acc_ |
Acceleration of the node. The translational acceleration is measured in the inertia reference frame. The angular acceleration is measured in the reference frame of node. |
|
EX,EY,EZ ,EXY,EYZ,EZY |
Strain tensor measured in the inertia reference frame. |
|
E1,E2,E3 |
Principal Strain. |
|
E1X, E1Y, E1Z, E2X, E2Y, E2Z, E3X, E3Y, E3Z, |
Vector of Principal Strain. These values are Eigenvector of Principal Strain. It can be calculated like following. \(\begin{aligned} & \left[ \begin{matrix} E1X \\ E1Y \\ E1Y \\ \end{matrix} \right]=E1\left[ \begin{matrix} EV_{X}^{1} \\ EV_{Y}^{1} \\ EV_{Z}^{1} \\ \end{matrix} \right],\left[ \begin{matrix} E2X \\ E2Y \\ E2Y \\ \end{matrix} \right]=E2\left[ \begin{matrix} EV_{X}^{2} \\ EV_{Y}^{2} \\ EV_{Z}^{2} \\ \end{matrix} \right],\left[ \begin{matrix} E3X \\ E3Y \\ E3Y \\ \end{matrix} \right]=E3\left[ \begin{matrix} EV_{X}^{3} \\ EV_{Y}^{3} \\ EV_{Z}^{3} \\ \end{matrix} \right] \\ & EV:EigenVectors(Strain) \\ & E1,E2,E3:Eigenvalues(Strain) \\ \end{aligned}\) (These components are written when the output option is checked. Output Principal Component of Stress/Strain can be found under dialog where Home-Setting-Flexibility-Flexible tab.) |
|
EINT |
Intensity Strain. |
|
EMISES |
Von-Mises Strain. |
|
_T, _P, _E, _THERMAL |
_E is the elastic strain. _P is the plastic strain. _T is the total strain. _Thermal is the thermal strain. |
|
SX,SY,SZ ,SXY,SYZ,SZY |
Stress tensor measured in the inertia reference frame. |
|
S1,S2,S3 |
Principal Stress. |
|
S1X, S1Y, S1Z, S2X, S2Y, S2Z, S3X, S3Y, S3Z, |
Vector of Principal Stress. \(\begin{aligned} & \left[ \begin{matrix} S1X \\ S1Y \\ S1Y \\ \end{matrix} \right]=S1\left[ \begin{matrix} EV_{X}^{1} \\ EV_{Y}^{1} \\ EV_{Z}^{1} \\ \end{matrix} \right],\left[ \begin{matrix} S2X \\ S2Y \\ S2Y \\ \end{matrix} \right]=S2\left[ \begin{matrix} EV_{X}^{2} \\ EV_{Y}^{2} \\ EV_{Z}^{2} \\ \end{matrix} \right],\left[ \begin{matrix} S3X \\ S3Y \\ S3Y \\ \end{matrix} \right]=S3\left[ \begin{matrix} EV_{X}^{3} \\ EV_{Y}^{3} \\ EV_{Z}^{3} \\ \end{matrix} \right] \\ & EV:EigenVectors(Stress) \\ & S1,S2,S3:Eigenvalues(Stress) \\ \end{aligned}\) (These components are written when the output option is checked. Output Principal Component of Stress/Strain can be found under dialog where Home-Setting-Flexibility-Flexible tab.) |
|
SINT |
Intensity Stress. |
|
SMISES |
Von-Mises Stress. |
Report Data Combination Map.
\(\mathbf{\epsilon}\) |
\(\mathbf{\sigma}\) |
EX |
SX |
EY |
SY |
EZ |
SZ |
EXY |
SXY |
EYZ |
SYZ |
EZX |
SZX |
E1 |
S1 |
E2 |
S2 |
E3 |
S3 |
E1X |
S1X |
E1Y |
S1Y |
E1Z |
S1Z |
E2X |
S2X |
E2Y |
S2Y |
E2Z |
S2Z |
E3X |
S3X |
E3Y |
S3Y |
E3Z |
S3Z |
EINT |
SINT |
EVON |
SVON |
Elastic |
Elastic+Thermal |
Plastic |
Plastic+Thermal |
|
GENERAL |
\(\mathbf{\epsilon}_{Total}\) |
|||
\(\mathbf{\sigma}_{Total}\) |
||||
SHELL |
TOP |
TOP |
TOP |
TOP |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
|
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
||
\(\mathbf{\epsilon}_{Plastic}\) |
\(\mathbf{\epsilon}_{Plastic}\) |
|||
\(\mathbf{\epsilon}_{Thermal}\) |
\(\mathbf{\epsilon}_{Thermal}\) |
|||
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
|
BOTTOM |
BOTTOM |
BOTTOM |
BOTTOM |
|
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
|
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
||
\(\mathbf{\epsilon}_{Plastic}\) |
\(\mathbf{\epsilon}_{Plastic}\) |
|||
\(\mathbf{\epsilon}_{Thermal}\) |
\(\mathbf{\epsilon}_{Thermal}\) |
|||
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
|
BEAM |
MAX_DISTANCE |
MAX_DISTANCE |
MAX_DISTANCE |
MAX_DISTANCE |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
|
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
||
\(\mathbf{\epsilon}_{Plastic}\) |
\(\mathbf{\epsilon}_{Plastic}\) |
|||
\(\mathbf{\epsilon}_{Thermal}\) |
\(\mathbf{\epsilon}_{Thermal}\) |
|||
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
|
C |
C |
C |
C |
|
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
|
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
||
\(\mathbf{\epsilon}_{Plastic}\) |
\(\mathbf{\epsilon}_{Plastic}\) |
|||
\(\mathbf{\epsilon}_{Thermal}\) |
\(\mathbf{\epsilon}_{Thermal}\) |
|||
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
|
D |
D |
D |
D |
|
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
|
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
||
\(\mathbf{\epsilon}_{Plastic}\) |
\(\mathbf{\epsilon}_{Plastic}\) |
|||
\(\mathbf{\epsilon}_{Thermal}\) |
\(\mathbf{\epsilon}_{Thermal}\) |
|||
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
|
E |
E |
E |
E |
|
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
|
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
||
\(\mathbf{\epsilon}_{Plastic}\) |
\(\mathbf{\epsilon}_{Plastic}\) |
|||
\(\mathbf{\epsilon}_{Thermal}\) |
\(\mathbf{\epsilon}_{Thermal}\) |
|||
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
|
F |
F |
F |
F |
|
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
|
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
||
\(\mathbf{\epsilon}_{Plastic}\) |
\(\mathbf{\epsilon}_{Plastic}\) |
|||
\(\mathbf{\epsilon}_{Thermal}\) |
\(\mathbf{\epsilon}_{Thermal}\) |
|||
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
|
Max_Mises |
Max_Mises |
Max_Mises |
Max_Mises |
|
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
\(\mathbf{\epsilon}_{Total}\) |
|
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
\(\mathbf{\epsilon}_{Elastic}\) |
||
\(\mathbf{\epsilon}_{Plastic}\) |
\(\mathbf{\epsilon}_{Plastic}\) |
|||
\(\mathbf{\epsilon}_{Thermal}\) |
\(\mathbf{\epsilon}_{Thermal}\) |
|||
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
\(\mathbf{\sigma}_{Total}\) |
The output node can be defined which belong to RBE or RBE3. In this case, RPLT data should be same as basic data.
One output node can belong to many types of element. In this case, the output data is separated by element type. (BEAM / SHELL / SOLID)