Six finalists for the 20th Annual Melosh Competition for the Best Student Paper in Finite Element Analysis have been announced. They are:
Ludovic Chamoin, University of Texas at Austin
Irina Kalashnikova, Stanford University
Christian Linder, University of California, Berkeley
Ajaykumar Rajasekharan, Stanford University
Saurabh Srivastava, SUNY Buffalo
Tim Wildey, University of Texas at Austin
good day,
i am a naval architect ,MSc student at ship structure.
i hope i find good ,friends,opinions in this site and be a good replier to your questions too.
I was looking at the stress concentration at a corner for both a mode I and mode II loading situation.
For reference, see: Carpenter, 1984. Mode I and mode II stress intensities for plates with cracks of finite opening. International Journal of Fracture. V. 26. 201-214. 1984.
The problem that is being addresses is the stress concentration found at a corner in an infine body as seen in the figure below. β=0...π.
Here is very good chain of full course lectures on - This will be very helpfull for someone new and beginner in this areas.
Finite element methods :-
http://www.youtube.com/view_play_list?p=A4CBD0C55B9C3878
Dynamics of machines:-
http://www.youtube.com/view_play_list?p=46AAEDA6ABAFCA78
Advance strength of materials:-
Dear Guys
I use abaqus cae for modeling and wanna know how should I attech subroutine file to abaqus cae file!
Regards
M. Meisam
Dear Friends
I've 2 questions:
1) I use abaqus cae for concrete modeling and how can I attech a file (subroutine/etc.) to my model?
2) which category I should use for concrete while making a part(shell/solid)? while I'm trying to make a section , only shell section have a rebar layer and solid section dont have this option! what should I do?
Regards
Meisam M.
I have come accross an equation of the form ∂2u/∂x2 + ∂2u/∂y2 - K2 u =0 with the following conditions. y ≥αx,y ≥-αx, x=H.How to solve this equation?.analytically.
