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Because simulators allow test pilots to "fly" the aircraft well before the first prototype has been built, the behaviour of the plane tends to conform to specifications and expectations.
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A diffusion-based framework was successfully employed to explain the behaviour of the Kirkendall plane.
The behaviour of the cross-plane thermal conductivity is different: it increases monotonously with the interfacial roughness.
Thus, when exercising control over the behaviour of the HF, each plane was calculated separately in order to decrease the impact of the non-linear effect of size and also to incorporate the effect of the rise and fall of the slope.
The results show that the behaviours of the attached plane jet differ from earlier studies carried out in a relatively low room.
The characteristic equations derived in this paper incorporate that obtained within the classical plane theory of elasticity (M.L. Williams' solution) and also describe the possible singular behaviour of the out-of-plane shear stress resultants induced by various boundary conditions.
After a comprehensive summary of the behaviour of in-plane deformation of pipe runs [9,10] that deform in 2D in a plane, the more complicated case of 3D out-of-plane deformation is discussed.
After the preliminary ground run the most critical phase of the plane behaviour is the detachment phase, which is regulated by FAR standards (Fig. 14).
The Rayleigh-Ritz approach, with a deflection function formulation for both the in- and out-of-plane behaviour of the plates, is used since this permits the convenient modelling of various types of in-plane boundary conditions, including those encountered in the experimental study.
Consistently with the dimensionless form proposed in the derivation of the equations of motion and the dynamic stiffness matrix, an original and extensive parametric analysis on the in-plane and out-of-plane dynamic behaviour of the single arch, for a wide range of structural and geometrical dimensionless parameters, has been performed.
This paper experimentally examines the dynamic behaviour of two steel plane tubular frames subjected to impact loading with the same impact energy.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com