Static analysis of completely doubly-curved laminated shells and panels using general higher-order shear deformation theories

By Erasmo Viola, Francesco Tornabene, Nicholas Fantuzzi. 2013

173 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/15c30b05234557408dcba8b496f486d28cfe0fae

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In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

Stress and strain recovery for functionally graded free-form and doubly-curved sandwich shells using higher-order equivalent single layer theory (2015, background): “sth order vector of the stress resultants and A(ss) is the matrix of the elastic constants [148,150] defined as”
GDQFEM Numerical Simulations of Continuous Mediawith Cracks and Discontinuities (2013, methodology): “For the sake of conciseness, the reference for the actual corner points boundary conditions is the work by [Viola, Tornabene, and Fantuzzi (2013b)].”
Analysis of Sandwich Plates by Generalized Differential Quadrature Method (2013, background): “[39] for further details about static problem resolutions of plates and shells.”
The strong formulation finite element method: stability and accuracy (2014, background): “Only some details are given for the sake of conciseness, nevertheless for further details the interested reader can read the references [18-34].”
Static analysis of doubly-curved anisotropic shells and panels using CUF approach, differential geometry and differential quadrature method (2014, methodology): “It is also reminded that the following compact notation, for identifying the boundary conditions, has been chosen as in literature [58–60].”
Static analysis of functionally graded conical shells and panels using the generalized unconstrained third order theory coupled with the stress recovery (2014, methodology): “With the in-plane stress components indirectly derived from the GDQ-solution [54–92] of the fundamental system, the integration of the three dimensional indefinite equilibrium equations is carried out.”