STIFFNESS BADLY CONDITIONED PROBLEM
STIFFNESS BADLY CONDITIONED PROBLEM
(OP)
Hi
I'm having this warning message of Samcef:
"THE STIFFNESS IS BADLY CONDITIONED"
What's the problem?
Has anything to do with the relative size of the elements ?
thanks
I'm having this warning message of Samcef:
"THE STIFFNESS IS BADLY CONDITIONED"
What's the problem?
Has anything to do with the relative size of the elements ?
thanks





RE: STIFFNESS BADLY CONDITIONED PROBLEM
RE: STIFFNESS BADLY CONDITIONED PROBLEM
corus
RE: STIFFNESS BADLY CONDITIONED PROBLEM