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Concerning the model of circular cylindrical shells, a linear theory based on Love Kirchhoff hypothesis is adopted.
To this end, the mathematical model of circular revisit orbit is established under the central gravity model and the J2 perturbation.
Taking the launch cost into consideration, optimal design model of circular revisit orbit is established to achieve a best orbit which visits a target twice a day in the morning and in the afternoon respectively for several days.
This paper presents a finite element model of circular hollow section (CHS) brace-to-H-shaped chord T-joints under axial compression, which was verified by the corresponding test results.
First, this problem is investigated in the model of circular restricted three-body problem, since the fuel consumption is closely related to the Jacobi integral of the transfer trajectory, a method based on Jacobi integral is proposed and eight optimal trajectories are obtained.
supplemented with an incompressible geometrical model of circular cross-sections with diameter d J = I ( d 1 ⊗ d 1 + d 2 ⊗ d 2 + 2 d 3 ⊗ d 3 ), I = π 64 d 4, A = π 4 d 2. as well as viscous material laws for the tangential contact force n ⋅ d 3 and contact couple m n ⋅ d 3 = 3 μ A ∂ s u m = 3 μ I ( d 1 ⊗ d 1 + d 2 ⊗ d 2 + 2 3 d 3 ⊗ d 3 ) ⋅ ∂ s ω.
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The behaviour and modelling of circular sections confined by Fibre Reinforced Polymer (FRP) reinforcement have been examined extensively recently.
In this paper, we present the results of computer modeling of circular polarization produced by light scattering of chlorophyll a and compare them to the measurements of circular polarization (Sparks et al., 2009a, b) produced by cyanobacteria and vegetation, in which chlorophyll a is abundant and essential.
As a building block for these results, we design a logspace algorithm for computing canonical circular-arc models of circular-arc hypergraphs.
The virtual radius model of the circular diaphragm is utilized for the analytical analysis.
The computational model of a circular roadway considering the transient effect of excavation unloading is established for these problems.
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