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Symposium on the Mechanics of Biomembranes, 2009 ASCE-ASME-SES Conference on Mechanics and Materials, June 24-27, Blacksburg
Symposium on the
Mechanics of Biomembranes
at the
2009 Joint ASCE-ASME-SES Conference on Mechanics and Materials, June 24-27, Blacksburg, VA
principal directions for 4th order tensor
Is it possible to find eigenvalues and principal directions for a 4th order tensor? How?
For a zero order tensor? for a first order tensor? for a third order tensor.........
many thanks
negative poison's ratio dyna
I am trying to simulate the negative poison's material behaviour in dyna. Is there any material model in dyna where we can give negative poison's ratio.
Please suggest me
Analysis on washing machine
Hello
Can anyone please suggest me, what are the anlysis to be carried on washing machine and software to be used.
If there is any link regarding to this please share it.
Rgds
Modelling Ice deformation and fracture in Abaqus
Hello Abaqus Users,
I am new to Abaqus: I am trying to model formation and propagation of fractures in glacial ice (note: ice deformation mainly by plastic flow). I was wondering if anyone has modeled ice as a material exhibiting a nonlinear behavior, or possibly have a user subroutine for ice that I could use. Thanks in advance for any help.
Daniel
hi , Gurson and Polymer PP ...so hard to find the right way
i'm a new persone in this webside
i'de like to know more good things about Gurson model.
if u have any help
so , u can add me between ur friends
yacult273 [at] hotmail.fr
thx for ur help
ABAQUS_Heat Genration
Hi
i like to run this Job.
would you please help me.
thanks
Ansys creep
Is there a place I can find explained examples or tutorials on how to model creep in ANSYS?
Thanks!
solver for a very hetereogeneous system of equations
Hello everybody,
I am solving a FE problem on a hetereogeneous medium consisting of rigid phase (Young modulus of about 100 000 N/mm2), a softer phase (Young modulus of 20 000 N/mm2) and pore (Young modulus of 1 N/mm2). The reason that I have to mesh the pore is that there are some elements of rigid phase hanging out in the pores. So, if I do not mesh the pore, then my FE matrix is singular.