A new analytical solution of pure bending beam in couple stress elasto-plasticity: theory and applications

DOI10.1016/j.ijsolstr.2009.11.011zbMath1193.74074OpenAlexW2078166024MaRDI QIDQ991629

Chen Wanji, Ji Bin

Publication date: 7 September 2010

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2009.11.011

zbMATH Keywords

analytical solutionpure bendingsize effectsmaterial length parametercouple stress

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Explicit solutions of equilibrium problems in solid mechanics (74G05)

Related Items (3)

Are Microcontinuum Field Theories of Elasticity Amenable to Experiments? A Review of Some Recent Results ⋮ Refined 18-DOF triangular hybrid stress element for couple stress theory ⋮ 24-DOF quadrilateral hybrid stress element for couple stress theory

Cites Work

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• Finite element formulations of strain gradient theory for microstructures and the C^0–1 patch test
• Taylor-based nonlocal theory of plasticity: Numerical studies of the micro-indentation experiments and crack tip fields
• Strain gradient theory with couple stress for crystalline solids

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