Development of size-dependent consistent couple stress theory of Timoshenko beams
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Publication:2174385
DOI10.1016/j.apm.2019.10.058zbMath1481.74010OpenAlexW2982423532WikidataQ126834813 ScholiaQ126834813MaRDI QIDQ2174385
Mojtaba Sadighi, Mitra Danesh Pazhooh, Seyed Ehsan Alavi, Jean-François Ganghoffer
Publication date: 21 April 2020
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2019.10.058
Related Items (7)
Free vibration analysis of nonlocal nanobeams: a comparison of the one-dimensional nonlocal integral Timoshenko beam theory with the two-dimensional nonlocal integral elasticity theory ⋮ Phenomenon of sharp change and concise solutions for Timoshenko beam based on modified couple stress theory ⋮ Penalty \(\mathrm{C}^0 8\)-node quadrilateral and 20-node hexahedral elements for consistent couple stress elasticity based on the unsymmetric finite element method ⋮ Finite element models with node-dependent kinematics based on Legendre polynomials for the global-local analysis of compact and thin walled beams ⋮ Non-conforming Trefftz finite element implementation of orthotropic Kirchhoff plate model based on consistent couple stress theory ⋮ An asymptotic consistent couple stress theory for the three‐dimensional free vibration analysis of functionally graded microplates resting on an elastic medium ⋮ Elastic buckling and free vibration analysis of functionally graded Timoshenko beam with nonlocal strain gradient integral model
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