EXACT DYNAMIC STIFFNESS MATRIX FOR BEAMS OF ARBITRARILY VARYING CROSS-SECTIONS

In this paper, the exact dynamic stiffness matrix is derived for the t ransverse vibration of beams whose cross-sectional area and moment of inertia vary in accordance to any two arbitrary real-number powers. Th is variation represents a very large class of arbitrary varying beams and thus, fills the void currently existing in this area of research. With this approach, most beams can be modelled by just one element, an d for beams having abrupt profile changes or with very complex profile s, they can be divided into separate distinct parts, with each of the part modelled by just one element, and then assembled together. The me thod is exact; however, the accuracy of the results depends only on th e solver used to solve the exact frequency equation. To demonstrate th e procedure, beams of non linearly varying circular and elliptical cro ss-sections, and a combination beam consisting of a linear-tapered sec tion,a uniform section and a non-linearly varying-section are analysed for their natural frequencies. Since there are no known solutions for these structures, comparison with finite element results was made and very good agreement was observed.