NEW.Mech on 25th, September 2010
Workshop on the Mechanics of Materials and Structures) will be held at
Harvard University on September 25th, 2010. You will find more detailed
information on the workshop's website:
Hi everybody
Im working on a project about Finite element modeling of Contact. Im not allowed to use contact solving feature of ANSYS and i should use its Macro Programming. in this case i should read stiffness matrix from ansys, add some row and column to it and input it back to ansys and solve it.
I have two problem with this, first i dont know how to input modiffied stiffness matrix back to ANSYS..
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Hi Every One
Hi,
Here I give a very brief derivation of Lorentz Transformation.
I'm programming a finite element program to analyze the force of submarine pipeline.When the pipeline is lifted highly from seabed,it is a large deformation problem.
Is there any open soure to solve the problem?
Give me some advices.
Thanks a lot!
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To all USNCTAM Congress participants.
USNCTAM 2010 is just two weeks away!
Professor Yonggang Huang is selected to receive the 2010 Charles Russ Richards Memorial Award.
Hi
I want to impose SS-F-SS-F or F-F-F-F for boundary condition of rectangular plate with element free galerkin method and with
ortogonal transform method(G.R Liu and chen 2001) for imposing B.c.
How can I do that?
for F-F-F-F how can I impose B.c? when I do nothing for imposing B.c ,I will have 3 extra natural frequency
the first complex and second and third near zero. how can I solve this problem
thanks
vielen dank
Ali