How to set up a displacement load for a static analysis
Altair EmployeeHello all,
How to set up a displacement load for a static analysis in HyperMesh with OptiStruct solver?
I used the constraints panel with SPCD card (pictured show below), however it doesn't work. Anyone can help this? A simple example will be more appreciated.
<?xml version="1.0" encoding="UTF-8"?>
Answers
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hi
please refer to these
https://forum.altairhyperworks.com/index.php?/search/&q=spcd&search_and_or=or
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Altair Forum User said:
hi
please refer to these
https://forum.altairhyperworks.com/index.php?/search/&q=spcd&search_and_or=or
Hi tinh,
I have searched this topic. Someone said both spc and spcd are OK. However, i failed to get the result. I cannot find the reason. Please help.
The attachment is the model about tensile test.
<?xml version="1.0" encoding="UTF-8"?>
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At the displacement you need to set SPC & SPCD at the same points.
If you constrain the nodes for dof1 in SPCD, you should constrain same nodes for dof1 in SPC.
The SPCD & SPC should constrain same degree of freedom.
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Prakash and LKZ, thank you all. It seems that I have not constrain the spcd nodes in the spc card for subcase.
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