next up previous contents
Next: History Definition Up: Kinematic Constraints Previous: Kinematic Coupling Constraints

Subsections


Initial Conditions

Initial conditions are entered as FEMGEN loads via the 'PROPERTY LOAD' or the 'PROPERTY INITIAL' command. The following initial conditions are supported:


Initial Condition
Mass Flow Rate
Pore Pressure
Void Ratio
Rotating Velocity
Saturation
Stress
Geostatic Stress
Temperature
Velocity
Fluid Pressure
Table 5.3: Initial Conditions Supported

Note:

The following sections describe the definition of these initial conditions.

Mass Flow Rate

There are 3 arguments, at least one of which one must be entered depending on the dimensionality of the elements to which the conditions apply.


Argument(s) Meaning
1 Mass flow rate per unit area (x)
2 Mass flow rate per unit area (y)
3 Mass flow rate per unit area (z)
Table 5.4: I-MFLOW initial condition arguments.

Example FEMGEN Command:

PROPERTY LOAD I-MFLOW S1 1 2 3

Corresponding ABAQUS Input File:

              
*NSET, NSET=S1  
    1    2    3    4    5    6    7    8    9   10   11
*INITIAL CONDITIONS, TYPE=MASS FLOW RATE
S1  ,  1.000000    ,  2.000000    ,  3.000000

Pore Pressure

There is 1 argument, which must be entered.


Argument Meaning
1 Fluid pore pressure
Table 5.5: I-PORE initial condition arguments.

Example FEMGEN Command:

PROPERTY LOAD I-PORE S1 1

Corresponding ABAQUS Input File:

*NSET, NSET=S1  
    1    2    3    4    5    6    7    8    9   10   11
*INITIAL CONDITIONS, TYPE=PORE PRESSURE
S1  ,  1.000000

Void Ratio

There are 4 arguments, all of which must be entered.


Arguments Meaning
1 First value of void ratio
2 Vertical coordinate for the above value
3 Second value of void ratio
4 Vertical coordinate for the above value
Table 5.6: I-RATIO initial condition arguments.

Example FEMGEN Command:

PROPERTY LOAD I-RATIO S1 1 2 3 4

Corresponding ABAQUS Input File:

                
*NSET, NSET=S1  
    1    2    3    4    5    6    7    8    9   10   11 
*INITIAL CONDITIONS, TYPE=RATIO
S1  ,  1.000000    ,  2.000000    ,  3.000000    ,  4.000000

Rotating Velocity

There are 10 arguments, all of which must be entered.


Arguments Meaning
1 Angular Velocity about axis a b.
2 Global x-component of translational velocity
3 Global y-component of translational velocity
4 Global z-component of translational velocity
5 Global x-component of point a
6 Global y-component of point a
7 Global z-component of point a
8 Global x-component of point b
9 Global y-component of point b
10 Global z-component of point b
Table 5.7: I-RVEL initial condition arguments.

Example FEMGEN Command:

PROPERTY LOAD I-RVEL S1 1 2 3 4 5 6 7 8 9 10

Corresponding ABAQUS Input File:

*NSET, NSET=S1  
    1    2    3    4    5    6    7    8    9   10   11
*INITIAL CONDITIONS, TYPE=ROTATING VELOCITY
S1  ,  1.000000    ,  2.000000    ,  3.000000    ,  4.000000    
 5.000    , 6.000    , 7.000    , 8.000    , 9.000    , 10.00

Saturation

There is 1 argument, which must be entered.


Arguments Meaning
1 Saturation value
Table 5.8: I-SATUR initial condition arguments.

Example FEMGEN Command:

PROPERTY LOAD I-SATUR S1 1

Corresponding ABAQUS Input File:

           
*NSET, NSET=S1  
    1    2    3    4    5    6    7    8    9   10   11
*INITIAL CONDITIONS, TYPE=SATURATION
S1  ,  1.000000

Stress

There are 6 arguments, at least one of which must be entered depending upon the number of stress components which are applicable to the elements to which the conditions apply.


Arguments Meaning
1 First stress component
2 Second stress component
3 Third stress component
4 Fourth stress component
5 Fifth stress component
6 Sixth stress component
Table 5.9: I-STRESS initial condition arguments.

Example FEMGEN Command:

PROPERTY LOAD I-STRESS S1 1 2 3 4 5 6

Corresponding ABAQUS Input File:

                     
*INITIAL CONDITIONS, TYPE=STRESS
S1  ,  1.00    ,  2.00    ,  3.00    ,  4.00    ,  5.00    ,  6.00

Geostatic Stress

There are 6 arguments, all of which must be entered.


Arguments Meaning
1 First value of vertical component of effective stress
2 Vertical coordinate for the above value
3 Second value of vertical component of effective stress
4 Vertical coordinate for the above value
5 Coefficient of lateral stress (x-direction)
6 Coefficient of lateral stress (y-direction)
Table 5.10: I-GSTRES initial condition arguments.

Example FEMGEN Command:

PROPERTY LOAD I-GSTRES S1 1 2 3 4 5 6

Corresponding ABAQUS Input File:

                     
*INITIAL CONDITIONS, TYPE=STRESS, GEOSTATIC
S1  ,  1.00    ,  2.00    ,  3.00    ,  4.00    ,  5.00    ,  6.00

Temperature

There are 7 arguments, of which at least one must be entered. Multiple temperature values are used in association with beam section points and through-thickness shell locations.


Arguments Meaning
1 Temperature
2 Temperature
3 Temperature
4 Temperature
5 Temperature
6 Temperature
7 Temperature
Table 5.11: I-TEMP initial condition arguments.

Example FEMGEN Command:

PROPERTY LOAD I-TEMP S1 1 2 3 4 5

Corresponding ABAQUS Input File:

*NSET, NSET=S1  
    1    2    3    4    5    6    7    8    9   10   11
*INITIAL CONDITIONS, TYPE=TEMPERATURE
S1      ,  1.000000    ,  2.000000    ,  3.000000    ,  4.000000    ,  5.000000

Velocity

There are 2 arguments, both of which must be entered.


Arguments Meaning
1 Velocity
2 Degree of Freedom
Table 5.12: I-VEL initial condition arguments.

Example FEMGEN Command:

PROPERTY LOAD I-VEL S1 50 1

Corresponding ABAQUS Input File:

          
*NSET, NSET=S1  
    1    2    3    4    5    6    7    8    9   10   11
*INITIAL CONDITIONS, TYPE=VELOCITY
S1  ,    1,  50.00000

Fluid Pressure

There is 1 argument, which must be entered.


Argument Meaning
1 Fluid pressure
Table 5.13: I-PRES initial condition arguments.

Example FEMGEN Command:

PROPERTY LOAD I-PRES P1 1

Corresponding ABAQUS Input File:

*NSET, NSET=P1  
    1
*INITIAL CONDITIONS, TYPE=FLUID PRESSURE
P1  ,  1.000000


next up previous contents
Next: History Definition Up: Kinematic Constraints Previous: Kinematic Coupling Constraints

Femsys Limited
9/9/1999