Thermal Stress Analysis for Bi-modulus Foundation Beam under Nonlinear Temperature Difference

DOI10.1142/S0219876217500244zbMath1404.74035MaRDI QIDQ4564932

Wen-Juan Yao, Jinling Gao

Publication date: 7 June 2018

Published in: International Journal of Computational Methods (Search for Journal in Brave)

zbMATH Keywords

semi-analytical methoddifferent modulinonlinear temperature differencesecondary development of procedureWinkler foundation beam

Mathematics Subject Classification ID

Related Items (1)

Mathematical modeling of physically nonlinear 3D beams and plates made of multimodulus materials

Uses Software

• Matlab
• ABAQUS

Cites Work

• Stress-strain relations for composites with different stiffnesses in tension and compression. A new material model
• 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
• A new elasticity and finite element formulation for different Young’s modulus when tension and compression loadings
• 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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