The dynamic stability of cracked beams under conservative and non-conservative forces and for various boundary conditions is investigated. In order to extend the formulation of a previous paper by the first two authors, here doubly cracked Euler-Bernoulli beams subjected to triangularly distributed subtangential forces are considered. Cracked sections are modelled through the theory of fracture mechanics and involve a line-spring stiffness matrix. The finite element method (FEM) is used to perform numerical computations. The stability maps, obtained from the eigenvalue analysis, define the divergence and flutter domains. The proposed procedure can also tackle general multi-cracked beams.
Viola, E., Marzani, A., Fantuzzi, N. (2016). Interaction effect of cracks on flutter and divergence instabilities of cracked beams under subtangential forces. ENGINEERING FRACTURE MECHANICS, 151, 109-129 [10.1016/j.engfracmech.2015.11.010].
Interaction effect of cracks on flutter and divergence instabilities of cracked beams under subtangential forces
VIOLA, ERASMO;MARZANI, ALESSANDRO;FANTUZZI, NICHOLAS
2016
Abstract
The dynamic stability of cracked beams under conservative and non-conservative forces and for various boundary conditions is investigated. In order to extend the formulation of a previous paper by the first two authors, here doubly cracked Euler-Bernoulli beams subjected to triangularly distributed subtangential forces are considered. Cracked sections are modelled through the theory of fracture mechanics and involve a line-spring stiffness matrix. The finite element method (FEM) is used to perform numerical computations. The stability maps, obtained from the eigenvalue analysis, define the divergence and flutter domains. The proposed procedure can also tackle general multi-cracked beams.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
