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However, for waveguides with more complex cross sections such as rail, the Euler Bernoulli beam model is less satisfactory.
These results indicate that these effects cannot be disregarded for such a simple thin plate but for a real bridge girder with a more complex cross-section and with delicate aerodynamic control devices.
A skeleton derivation of the most important properties is presented and a method is illustrated for constructing more complex cross-sections.
In most full-composite structures nowadays, pultruded profiles are joined together to form more complex cross-sections that are not produced by the pultrusion process.
Following the same logic, more complex cross-sectional shapes, such as tubular sections, could provide even better performances.
Products may have either a simple or a complex cross section; examples of complex extrusions can be found in aluminum window frames.
The process allows the forming of complex cross sections, including oval bore shapes such as that of a thermometer.
A procedure is presented for the calculation of the key cross-sectional properties of steel concrete composite beams of complex cross-section.
They are of complex cross-section and require special lighting and camera arrangements.
With the modified extrusion die, the complex cross-section AA6N01 profile was finally extruded with desired size and geometry.
The method is then applied to a second, more complex example (in the A more complex example section).
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com