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Experiments on generation and transport of high current electron beams in gases and plasmas excite interest in studying their stability, which is reduced to solving a spectral boundary value problem for an ordinary second-order differential equation for some equilibrium beam configuration.
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Children can learn about equilibrium on a balance beam, experiment with angular momentum on a spinning device and investigate the mechanics of rock climbing on a low wall.
CADAM is based on the gravity method using rigid body equilibrium and beam theory to perform stress analyses, compute crack lengths, and safety factors.
Non-equilibrium electron beam plasma (EBP) was proved to be promising for surface modification of materials, synthesis of protective coatings, and film deposition at sufficiently high plasma pressures (up to 50 Torr).
By incorporating the piecewise transverse slip profile and improving the hypotheses in the shear-compression failure model of BSP beams, a semi-empirical design formula was derived based on the force equilibrium of the beam segment outside the main diagonal crack, thus the shear capacity of BSP beams can be evaluated.
Then the problem models the static equilibrium of the beam under a load, along its length, characterized by f and h.
The almost sure stochastic stability criteria of the beam equilibrium are derived using the Liapunov direct method.
The equilibrium of each beam in its deformed geometry is proposed under assumption of small displacements and deformations (Second Order Theory).
The former, which govern an advanced form of beam equilibrium, are strictly satisfied via stress fields arising from the solution of the corresponding systems of coupled differential equations.
Using the force and moment equilibrium conditions and beam bending theory, the residual stresses in each layer can be predicted and expressed as σi z) = Ei[ɛ′ + K z + δ)], where Ei is the elastic modulus of the layer, ɛ′ the strain due to the in-plane force resulting from the misfit strain, K z + δ) characterizes the bending contribution.
In this paper, Hamilton's principle is used to derive the dynamic equilibrium equations of beams of generic section.
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Justyna Jupowicz-Kozak
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