UMAT SUBROUTINE
Please I am currently having problem developing a UMAT for transformation-induced swelling material behavior.
I need help.
ABBA
Please I am currently having problem developing a UMAT for transformation-induced swelling material behavior.
I need help.
ABBA
Dear everybody
Pleas ask me,what are the main disadvantages of lagrange multipliers method in meshless methods?
Thanks
" Damage Detection in Bridges using a Mathematical Model by an Updating Method "
Mohammed Lamine MOUSSAOUI , Mohamed CHABAAT , Abderrahmane KIBBOUA
The 9th International Conference on Fracture and Strength of Solids, FEOFS 2013, June 2013, Jeju, South Korea
Status: Accepted
Dear everybody,
I have just studied Abaqus and would like to use Vumat to simulate the hot ductile
fracture criterion of Freudenthal which have the equation: D=integral(0-fracture strain)
of (Smises stress)*d(strain). The fracture will be appear when I reach 1 unit.
Could you please show me how to write algorithm adding temperature to calculate (D) and
out put (D) in Vumat.
thanks you so much
I am looking forward to hearing from you
hongfengtl
Dear everybody,
I have just studied Abaqus and would like to use Vumat to simulate the hot ductile
fracture criterion of Freudenthal which have the equation: D=integral(0-fracture strain)
of (Smises stress)*d(strain). The fracture will be appear when I reach 1 unit.
Could you please show me how to write algorithm adding temperature to calculate (D) and
out put (D) in Vumat.
thanks you so much
I am looking forward to hearing from you
hongfengtl
Dear colleagues,
I wanted to draw your attention to a paper published last year in PNAS
http://www.pnas.org/content/109/44/17874
where we analyze physical aspects of how euglenoids move
http://euglena.msu.edu/public_html/Movies/Eutreptiella/eutrep2.mov
Hi there,
I came across the following question on another website, which I found intriguing:
Hi there,
I came across the following question on another website, which I found intriguing:
Hi everyone,
I have a problem about my VUEL.
In my input file I define user element as 2 dimentional plane stress element by
*user element, nodes=4, type=vu1, properties=8, coordinates=2
1, 2
However, I output the variable COORDS(NBLOCK, NNODE, MCRD)
here, MCRD, however, equals to 3 not 2, and COORDS:
-1,-1, 0
1,-1,NaN
1, 1,NaN
-1, 1,NaN
Where's wrong? Please help me.
Dear colleague,
The second issue in 2013 (Volume 26, Issue 2) of Acta Mechanica Solida Sinica (AMSS) is now online.
Welcome to this SCI-indexed journal <http://ees.elsevier.com/camss/> for rapid publication of your exciting results.
_______________________________________________________________________________