mivh
Civil/Environmental
- Sep 4, 2011
- 1
I am trying to model a wall in ABAQUS.
I have a loading problem and I don’t know how can it be implemented in ABAQUS?
Loading history has two part, load control and displacement control. And axes are (teta/teta-cycle).
The wall was loaded with a 1000 kN. The displacement of the wall was controlled to follow similar displacement histories with increasing amplitude. The observed displacement history during the tests is shown in this fig;
?y indicates the rotational angle corresponding to the yielding displacement of the wall.
Any Idea?
I have a loading problem and I don’t know how can it be implemented in ABAQUS?
Loading history has two part, load control and displacement control. And axes are (teta/teta-cycle).
The wall was loaded with a 1000 kN. The displacement of the wall was controlled to follow similar displacement histories with increasing amplitude. The observed displacement history during the tests is shown in this fig;
?y indicates the rotational angle corresponding to the yielding displacement of the wall.
Any Idea?