Hache, Florian

Relationships
Member of: Graduate College
Person Preferred Name
Hache, Florian
Model
Digital Document
Publisher
Florida Atlantic University
Description
This thesis deals with the analytical study of vibration of carbon nanotubes and graphene plates. First, a brief overview of the traditional Bresse-Timoshenko models for thick beams and Uflyand-Mindlin models for thick plates will be conducted. It has been shown in the literature that the conventionally utilized mechanical models overcorrect the shear effect and that of rotary inertia. To improve the situation, two alternative versions of theories of beams and plates are proposed. The first one is derived through the use of equilibrium equations and leads to a truncated governing differential equation in displacement. It is shown, by considering a power series expansion of the displacement, that this is asymptotically consistent at the second order. The second theory is based on slope inertia and results in the truncated equation with an additional sixth order derivative term. Then, these theories will be extended in order to take into account some scale effects such as interatomic interactions that cannot be neglected for nanomaterials. Thus, different approaches will be considered: phenomenological, asymptotic and continualized. The basic principle of continualized models is to build continuous equations starting from discrete equations and by using Taylor series expansions or Padé approximants. For each of the different models derived in this study, the natural frequencies will be determined, analytically when the closed-form solution is available, numerically when the solution is given through a characteristic equation. The objective of this work is to compare the models and to establish the eventual superiority of a model on others.
Model
Digital Document
Publisher
Florida Atlantic University
Description
In this study, a variational derivation of the simpler and more consistent version of Bresse-Timoshenko
beams equations, taking into account both shear deformation and rotary inertia in vibrating beams, is
presented. Whereas Timoshenko gets his beam equations in terms of the equilibrium, the governing
equations and the boundary conditions are here derived using the Hamilton’s principle. First, a list of
the different energy contributions is established, including the shear effect and the rotary inertia.
Second, the Hamilton’s principle is applied demanding the stationary of an appropriate functional,
leading to two different equations of motion. The resolution of these equations provides the governing
differential equation. It turns out that an additional term appears. The derived equations are intended for
dynamic stability applications. Specifically, the parametric vibrations will be studied when the axial force
varies periodically. This problem has important aerospace applications.