Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells

DOI10.1007/S11012-016-0580-2zbMath1428.74007OpenAlexW2555057815MaRDI QIDQ1696351

Alessandro Contento, Andrea M. de Leo, Angelo Di Egidio

Publication date: 14 February 2018

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11012-016-0580-2

zbMATH Keywords

inversion pointpavilion shellstension versus compression stresses

Mathematics Subject Classification ID

Shells (74K25) Stress (74A10)

Related Items (1)

Layered inhomogeneous hollow cylinders with concave corrugations under internal pressure

Cites Work

• Mono-dimensional formulation of axial-symmetric spherical shells and characterization of the linear static behaviour
• Singular stress fields for masonry-like vaults
• A thrust network approach to the equilibrium problem of unreinforced masonry vaults via polyhedral stress functions
• Accurate equations for laminated composite deep thick shells
• Semi-analytical approach for the study of linear static behaviour and buckling of shells with single constant curvature
• Stress Strain Relations in the Theory of Thin Elastic Shells
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