FEAppp
Geotechnical
- Mar 27, 2020
- 24
Hello,
When we apply the load-pressure in abaqus. If we select pressure, I wonder this pressure is the force divided by the undeformed area or the deformed area.
In the large-displacement analysis, after the deformation, the area has changed. SO will my applied pressure be changed as well or not?
For example, original force is 10N, original area is 5m2, orignal pressure is 2 Pa (10/5). After the deformation, deformed area is 4m2. Will the abaqus keep my force the same, so the pressure is 10/4=2.5 Pa. Or the abaqus will keep my pressure the same, so the pressure is still 2 Pa, resulting my force by 2*4=8N.
Thanks.
When we apply the load-pressure in abaqus. If we select pressure, I wonder this pressure is the force divided by the undeformed area or the deformed area.
In the large-displacement analysis, after the deformation, the area has changed. SO will my applied pressure be changed as well or not?
For example, original force is 10N, original area is 5m2, orignal pressure is 2 Pa (10/5). After the deformation, deformed area is 4m2. Will the abaqus keep my force the same, so the pressure is 10/4=2.5 Pa. Or the abaqus will keep my pressure the same, so the pressure is still 2 Pa, resulting my force by 2*4=8N.
Thanks.