A question about crystal plasticity, UMAT and ABAQUS
Hi all,
Hi all,
A Study for New Generation Performance Based Seismic Design Concepts
"Earthquake Performance Assessment of Concentrically Braced Steel Frames using Incremental Response Spectrum Analysis Procedure"
link for downloading .ppt file
I'm working with ANSYS. For performing my analysis I use from antype,4,rest,,,continue to continue the analysis from previous load steps. During my solve I should change the contact keyopt so I go from /solu part to /prep7 part. When I come back to /solu part and set analysis as antype,4,rest,,,continue the changes that I had applied for contact elements in /prep7, ignores. How I change contact statues or element key options during a solve hat use from continue option for solving.
Hi all
Dear Prof/Dr/Colleagues,
With great pleasure and respect to all Prof(s) and Dr(s),
It gives us great pleasure to announce regarding to a new monthly journal publication and online, in Multidisciplinary Sciences, IJFPS.
IJFPS is appreciating, if you submit one of your valuable papers.
IJFPS is your journal and expected to publish in JUN-2011.
IJFPS is hoping for your kind response.
IJFPS is waiting for your submission.
Hi,
I have a question and would be grateful if you could drop me some lines for it:
1- Is sound (or ultrasound) is ONLY generated when a structure is vibrating at its resonance frequency?
2- If the answer to the above question is YES, is sound (or ultrasound) generated at all resonance frequencies or just some of them depending on the amplitude of the vibration.
Thank you,
Babaei
I HAVE PROBLEM IN MAKING CONTACT ANALYSIS IN ANSYS. IT IS TOO MUCH HIGH AND CAN NOT MATCH WITH HERTZIAN CONTACT STRESS. SO PLEASE HELP ME.
Hello
I am a Mechanical Engineering
student. I
am working on a vibration project . i want to help us to use ansys very well and solve problems.