Hi all,
I have a question about constrains. Is it possible to apply equation constrain and tie constrain to the same node together in abaqus? I am trying to apply equation constrain to the slave nodes of another tie constrain. Is it possible to make a sequencing for example for those over-constrain nodes?
All the best,
Ugur Mutlu
Brown University School of Engineering Professor Kyung-Suk Kim will receive the 2016 Daniel C.
Prof. Ares J. Rosakis was among those elected new members and foreign associates of the National Academy of Sciences, in recognition of their distinguished and continuing achievements in original research. The National Academy of Sciences is a private, nonprofit institution that was established under a congressional charter signed by President Abraham Lincoln in 1863.
I am trying to model a rigid box which deforms into a parallelogram on application of
displacement/velocity. I have made a box using 4 rigid plates ,but when I apply
the shear force the plates lose contact. I have used no seperation technique
it didn't help .kindly give a solution asap.
Douglas P. Holmes, P.-T. Brun, Anupam Pandey, and Suzie Protière, Soft Matter, 12, 4886-4890, (2016).
Dear Colleagues,
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Hi freinds,
I have a model in ansys, I did modal analysis on it, but low frequency don't appear in it. in experimental results appear low frequency . please help me, why low frequency don't appear in ansys.
experimental results:
3.5
7.5
11.5
14.5
19
21.5
22
26.5
47.12
72.26
91.11
119.4
135.1
166.5
ansys result:
Hello everyone,
I want to model a connection between two steel plates which form a T-section. The welds are fillet weld. Do you have any recommendation how to model the weld? One way I think of is to connect the two plates with two solid elements weld through tie constraint. You think that's a right way of doing that?
Paper Accepted for Publication in International Journal for Numerical Methods in Engineering
Linear smoothed polygonal and polyhedral finite elements
A. Francis, A. Ortiz-Bernardin, SPA. Bordas, S. Natarajan
