The derivation of the element stiffness matrix in finite element analysis begins with formulating the potential energy of a system, typically through the principle of minimum potential energy or the principle of virtual work. By considering a linear elastic material under small deformations, the stiffness matrix is derived from the relationship between nodal forces and displacements, represented mathematically as ( {F} = [K]{u} ), where ([K]) is the stiffness matrix. The matrix is constructed by integrating the strain-displacement relationships over the element's volume and applying appropriate shape functions. Ultimately, this yields a matrix that relates the elemental nodal displacements to the internal forces within the element.
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