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 Hello

In the code of Prof.Huang, the schmid factor was defined.

For slip deformation tensors

slpdef4=s1m2+s2m1 

slpdef5=s1m3+s3m1

slpdef6=s2m3+s3m2 

For slip spin tensors

slpspn4=(s1m2+s2m1)/2

slpspn5=(s1m3+s3m1)/2

slpspn6=(s2m3+s3m2)/2

 I can't understand the difference of 1/2. Please give me some explanations.

thanks 

wang 

dear all,

Can any body define clearly what is a Tensor Quantity for me please....

Thanking U,

Ravichand

Dear all,

               I have a great intrest towards structures static analysis but the thing is i dont know FEM.I want to learn FEM from basics.it will be very help full for me if any body can suggest a book or provide me wid some softdata.please send me link or attachment to maruthir [at] infotechsw.com (maruthir[at]infotechsw[dot]com).

Thanking u,

Ravichand

Hello Dear

I have a problem about informing boundary conditions of a CFFF plate. How can I inform the boundary conditions of corner nodes?

With best wishes 

DEAR,SIR HOW CAN I MERGING (NODE)OF A PLATE ELEMENT (SHELL 99)AND A BEAM ELEMENT IN ANSYS SOFTWARE.