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First, a suitable stress strain model is proposed and then a nonlinear bi-material beam solution is derived.
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A new analytical solution is derived for the boundary coupled Euler beam and wave equations resulting in complex eigensolutions.
In this paper, a series solution is derived for the vibration analysis of composite laminated deep curved beams with general boundary conditions.
A universal closed-form analytical solution is derived through Fourier transform, apt to represent the response for all possible beam-foundation parameters.
The analytical solution is derived.
Approximate analytical solution is derived.
For up to seven-span beams closed-form solutions are derived, whilst for beams with eight or more spans formulas are given for the coefficients and load-terms of the compatibility equations system, so that the response quantities can easily be obtained.
Using the yield criteria, the analytical solutions for large deflection of the fully clamped slender sandwich beams, including dynamic and quasi-static solutions, are derived respectively.
Closed-form solutions are derived for plated RC beams simply supported at both ends and verified through direct comparisons with existing results.
Based on a non-linear stability model, analytical solutions are derived for simply supported beam-column elements with bi-symmetric I sections under combined bending and axial forces.
Closed-form solutions are derived for plated concrete beams simply supported at both ends and verified through direct comparisons with existing results.
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Since I tried Ludwig back in 2017, I have been constantly using it in both editing and translation. Ever since, I suggest it to my translators at ProSciEditing.

Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com