3D semi-analytical solution of hygro-thermo-mechanical multilayered doubly-curved shells. (1st April 2022)

• Record Type: Journal Article
• Authors: Monge, J.C.; Mantari, J.L.; Arciniega, R.A.
• Is Part Of: Engineering structures. Volume 256(2022)
• Publication Date: 2022-04-01
• Subjects: Shell -- Multilayered -- Equilibrium equations -- Heat conduction -- Moisture diffusion Law; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2022.113916
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: 3D exact solution of hygro-thermo-mechanical doubly-curved shells is introduced. The shell unknowns are modelled semi-analytically by the Navier technique. The continuity conditions is warranted. The correct load traction condition is considered at the top and bottom of the shell. Benchmark problem of a shell is proposed. Abstract: In this paper, a three-dimensional bending solution of doubly-curved shells subjected to mechanical, thermal and hygrothermal load is studied. Through-the-thickness temperature of the shell is modeled by Fourier's heat conduction equation. Fick's moisture diffusion law equation is used to determine the hygro-thermal profile through-the-thickness. The partial differential equations are solved by using the Navier closed form summations which are valid only for shells with constant radii of curvature among the midsurface and with simply supported boundary conditions on its shell's edges. The shell governing equations are solved by discretizing the thickness profile via Legendre's grid distribution and by using the Differential Quadrature Method (DQM). The Layerwise capabilities of the method is guaranteed by imposing the inter-laminar continuity of out-of-the-plane stresses, displacements, temperature and hygrothermal load thickness profile. The zero-stress condition for the transverse shear stresses is imposed due to the fact that no mechanical loads are applied in those directions. Results for cylindrical, spherical panels and rectangular plates are presented. Comparisons are made with Layerwise and three-dimensional solutions available in literature. The results have strong accuracy and a benchmark problem is delivered.