FSI in Brain Dynamics
We present an interesting application of ADINA FSI in
cerebrospinal fluid dynamics, please see
http://www.adina.com/newsgH64.shtml
Blog posts
Problem with Abaqus subroutine first increment
Hi everybody,
I´m working with umeshmotion subroutine, and Ihave one question.
Once I have submited the job and the subroutine, I can check that the nodes doesn´t move on the first increment in the subroutine´s step (the movement starts on the second increment), but in the .msg file I can see that the calculations has been made in the first increment.
Does anybody knows the reason?
Thanks in advance.
PhD position available on Contact & Frictional Joints in Gas Turbines, fully funded
This studentship has now been filled, but there may be further similar studentships to follow.
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TECHNOLOGY LEADER (CENTRE DIRECTOR)
TECHNOLOGY LEADER (CENTRE DIRECTOR)
Competence Centre for Composite Materials
A Competence Centre for composite materials research is to be established at UL, with support from Enterprise Ireland and IDA Ireland. The Centre will conduct innovative, high quality research in the use of composite materials with direct relevance to industry. Applications are invited for the position of Technology Leader (Centre Director)
difference between elastic limit and proportional limit
hi all,
can anyone explain about the following basic questions
1. me the difference between the proportional limit and elastic limit.
Please dont give the definitions of both, i need some detailed explaination.
2. How many natural frequency a object can have?
Regards
sagar
On the cover of the NSF 2011 Congressional Budget Request
The research on stretchable and twistable electronics by Yonggang Huang at Northwestern University and John A. Rogers at the University of Illinois at Urbana- Champaign has been featured on the cover of the NSF Budget Request to the United States Congress for the fiscal year 2011.
Details available at http://www.nsf.gov/about/budget/fy2011/cover_caption.jsp
question on the design of a wide-flange beam
I am refering to the book - Mechanics of Materials by Beer, Johnston and DeWolf (McGraw-Hill) topic 8.2.
When we design a wide-flange beam, we must consider two conditions. First, the shear stress at the maximum shear section must not exceed the allowable shear stress. Second, the principal stress at the junction of the web and the flange at the section of the maximum moment must also be compared to the allowable normal stress. This is straightforward and clear to me.
