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The method of coordinate perturbation is applied to the unsteady flow of a compressible fluid in ducts of variable cross section.
Numerical results are given for simply supported and clamped-clamped beams of uniform and variable cross section.
The structure is 44,075 m high and has a tubular shape with variable cross section and variable thickness of the wall along its height.
In the present work, the certified reduced basis finite element method is proposed and implemented to solve the generalized eigenvalue problems of neutron diffusion with variable cross sections.
This paper introduces a particular Ω stringer with variable cross section, allowing an increase of local skin buckling load, through an effective partitioning of the skin fields.
However, this approach still allows to consider variable cross sections e.g. a larger cross section in the fire place area.
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Consideration is given to the tapered piles of variable cross-sectional shape with constant volume.
This paper examines representations of a beam with periodically variable cross-sections.
First results on the extrusion of profiles with variable cross-section are shown in this paper.
Hereby, the presented and discussed technology is the extrusion of profile with variable cross-sections.
Here, the longitudinal wave propagation in a rod with variable cross-section is investigated.
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