Static, stability and dynamic analyses of second strain gradient elastic Euler–Bernoulli beams
نویسندگان
چکیده
A simplified second strain gradient Euler–Bernoulli beam theory with two non-classical elastic coefficients in addition to the classical constants is presented. The governing equation and associated boundary conditions are derived aid of variational principles. governed by an eighth-order differential displacement, slope, curvature triple derivative displacement as degrees freedom. This can be reduced first theories. Analytical solutions for static behaviour, free vibration stability analyses presented different length scale parameters. Using numerical Laplace transform, a spectral element developed dynamic analysis cantilever subjected Gaussian pulse. Further, spectrum dispersion relations study wave propagation characteristics. effects on structural response assessed compared corresponding Observations show that exhibiting stiffer behaviour comparison deflection decreases whereas frequencies buckling load increase increasing values coefficient forced finite reveals decrease amplitude shift smaller time value parameter. Additionally, shows dispersive given frequency wavenumber phase speed increases parameter theory.
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ژورنال
عنوان ژورنال: Acta Mechanica
سال: 2021
ISSN: ['1619-6937', '0001-5970']
DOI: https://doi.org/10.1007/s00707-020-02902-5