General finite element description for non-uniform and discontinuous beam elements.

Failla, Giuseppe; Impollonia, Nicola

The theory of generalized functions is used to address the static equilibrium problem of Euler-Bernoulli non-uniform and discontinuous 2-D beams. It is shown that if simple integration rules are applied, the full set of response variables due to end nodal displacements and to in-span loads can be derived, in a closed form, for most common beam profiles and arbitrary discontinuity parameters. On this basis, for finite element analysis purposes, a non-uniform and discontinuous beam element is implemented, for which the exact stiffness matrix and the fixed-end load vector are derived. Upon computing the nodal response, no numerical integration is required to build the response variables along the beam element.

FINITE element method; GREEN'S functions; STIFFNESS (Mechanics); NUMERICAL integration; EULER-Bernoulli beam theory; MATHEMATICAL variables; PARAMETER estimation

Archive of Applied Mechanics, 2012, Vol 82, Issue 1, p43

0939-1533

Academic Journal

10.1007/s00419-011-0538-8