On well-posedness of two-phase nonlocal integral models for higher-order refined shear deformation beams
DOI10.1007/S10483-021-2750-8zbMath1479.74081OpenAlexW3174791785MaRDI QIDQ825393
Publication date: 17 December 2021
Published in: AMM. Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s10483-021-2750-8
functionally graded materialwell-posednessgeneralized differential quadrature methodrefined shear deformation theorystrain-stress driven two-phase nonlocal model
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Inhomogeneity in solid mechanics (74E05) Numerical and other methods in solid mechanics (74S99)
Related Items (4)
Cites Work
- Nonlocal elasticity in nanobeams: the stress-driven integral model
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- On nonlocal elasticity
- Exact solutions for the bending of Timoshenko beams using Eringen’s two-phase nonlocal model
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