Given the following state equation of a mechanical structure:
$K(x) u = F(x)$
where $K$ is the stiffness matrix of size $n \times n$, $x$ is the design variable, $u$ is the state variable (displacement vector) , and $F$ is the force vector.
If $K$ was invertible then $u = K^{-1} ~F$
But, if $K$ is not invertible, then we can find $u$ by solving a system of $n$ equations, right?