Formulation of the element matrices and vectors for elasticity problem > Finite element types

Displacements (u, v) in a plane element are interpolated from nodal displacements (ui, vi) using shape functions Ni as follows:

		(32)

		(33)

where N is the shape function matrix, u the displacement vector and d the nodal displacement vector. Here we have assumed that u depends on the nodal values of u only, and v on nodal values of v only.

From strain-displacement relation, the strain vector is:

		(34)

where

		(35)

is the strain-displacement matrix.

Consider the strain energy stored in an element:

		(36)

From this, we obtain the general formula for the element stiffness matrix:

		(37)

where the constitutive matrix E is given by the stress-strain relation. The stiffness matrix k defined by the above formula is symmetric since the constitutive matrix E is symmetric.

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