Temperature stress analysis for bi-modulus beam placed on Winkler foundation

DOI10.1007/s10483-017-2216-6zbMath1367.74026OpenAlexW2601012214MaRDI QIDQ2011555

Jinling Gao, Wen-Juan Yao, Jian-kang Liu

Publication date: 4 August 2017

Published in: AMM. Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10483-017-2216-6

zbMATH Keywords

analytical solutionWinkler foundationbi-modulus beamsecondary development of programtemperature stress

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05) Stress (74A10)

Related Items (2)

Mathematical modeling of physically nonlinear 3D beams and plates made of multimodulus materials ⋮ Effective mechanical response of non-linear heterogeneous materials comprising bimodular phases

Uses Software

• ABAQUS

Cites Work

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• Stress-strain relations for composites with different stiffnesses in tension and compression. A new material model
• Analytical solution for bending beam subject to lateral force with different modulus
• Convergence analysis of a finite element method based on different moduli in tension and compression
• Analytical solution of bending-compression column using different tension-compression modulus
• Buckling of stiffened multilayered circular cylindrical shells with different orthotropic moduli in tension and compression
• Buckling of circular cylindrical shells with different moduli in tension and compression

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