Thermally induced large deflection analysis of shear deformable FGM shallow curved tubes using perturbation method

DOI10.1002/zamm.201800148OpenAlexW2896172480WikidataQ129079138 ScholiaQ129079138MaRDI QIDQ6194387

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Publication date: 14 February 2024

Published in: ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/zamm.201800148

zbMATH Keywords

functionally graded materialthermal loadtemperature dependencytwo-step perturbation techniqueshallow curved tube

Mathematics Subject Classification ID

Thin bodies, structures (74Kxx) Dynamical problems in solid mechanics (74Hxx) Equilibrium (steady-state) problems in solid mechanics (74Gxx)

Related Items (1)

Thermally induced large deflection of FGM shallow micro-arches with integrated surface piezoelectric layers based on modified couple stress theory

Cites Work

• Elasticity solutions for orthotropic functionally graded curved beams
• A higher-order beam model for tubes
• Exact solutions for nonlinear static responses of a shear deformable FGM beam under an in-plane thermal loading
• Free vibration analysis of functionally graded conical, cylindrical shell and annular plate structures with a four-parameter power-law distribution
• Thermal stresses -- advanced theory and applications
• In-plane stability of arches
• Nonlinear thermal dynamic analysis of eccentrically stiffened S-FGM circular cylindrical shells surrounded on elastic foundations using the Reddy's third-order shear deformation shell theory
• Buckling and postbuckling of beams, plates, and shells
• Free vibration analysis of functionally graded panels and shells of revolution
• Thermal buckling and post-buckling analysis of functionally graded beams based on a general higher-order shear deformation theory
• Nonlinear bending and vibration of functionally graded tubes resting on elastic foundations in thermal environment based on a refined beam model
• Nonlinear analysis and buckling of elastically supported circular shallow arches
• A Two‐Step Perturbation Method in Nonlinear Analysis of Beams, Plates and Shells

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