- #1

- 32

- 0

So, I am trying to assemble the Stiffness Matrix in my Finite Element Analysis course (Structures) and I keep coming out with a stiffness matrix that is not symmetric. I learned that for any neutrally stable structure, the stiffness matrix must be symmetric. Are there special cases that I am not taking into account that may allow for it to be antisymmetric? Thanks.

Also, this might seem sort of redundant but I actually look at these two definitions in a different light. Maybe someone could shed some light on the definition of a stiffness coefficient for me but I was given 2 definitions.

Kij

Definition 1: The Force at i caused by a unit displacement at j

Definition 2: The Force at i required to cause a unit displacement at j

If someone is really good at setting up stiffness matrices I would love to post what I got.

Also, this might seem sort of redundant but I actually look at these two definitions in a different light. Maybe someone could shed some light on the definition of a stiffness coefficient for me but I was given 2 definitions.

Kij

Definition 1: The Force at i caused by a unit displacement at j

Definition 2: The Force at i required to cause a unit displacement at j

If someone is really good at setting up stiffness matrices I would love to post what I got.

Last edited: