Analysis of thickness locking in classical, refined and mixed theories for layered shells

By Erasmo Carrera, Salvatore Brischetto. 2008

161 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/b98e5ffaa24f548de158a9302123ac95b0bc9e3b

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In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

Hierarchical theories for the free vibration analysis of functionally graded beams (2011, methodology): “In the case of classical models and first-order approximation, reduced material stiffness coefficients should be used due to Poisson’s locking (see Carrera and Brischetto [20,21]).”
Selection of appropriate multilayered plate theories by using a genetic like algorithm (2012, background): “First-order models require the use of reduced material stiffness coefficients to correct the thickness locking (see [33,34]).”
A Comparison of Various Kinematic Models for Sandwich Shell Panels with Soft Core (2009, methodology): “As in the CLT case, plane-stress conditions are imposed as just shown in [35,36].”
Analysis of laminated shells by a sinusoidal shear deformation theory and radial basis functions collocation, accounting for through-the-thickness deformations (2011, unknown): “In this paper, the Unified Formulation (UF) by Carrera [3–8] is proposed to derive the equations of motion and boundary conditions.”
Static analysis of functionally graded conical shells and panels using the generalized unconstrained third order theory coupled with the stress recovery (2014, background): “Carrera and Brischetto [26] extended the thickness locking mechanism to shell geometries by considering the thin shell theory, the first order shear deformation theory, higher order theories, mixed theories and layer wise theories.”
Guidelines and Recommendations to Construct Theories for Metallic and Composite Plates (2010, background): “A thickness locking correction for classical and refined theories has been made according to [56,57].”
Analysis of reinforced and thin-walled structures by multi-line refined 1D/beam models (2013, background): “Classical theories and first-order models (N = 1) require the necessary assumption of reduced material stiffness coefficients to correct Poisson’s locking (see [38]).”
Guidelines and Recommendations on the Use of Higher Order Finite Elements for Bending Analysis of Plates (2011, unknown): “First-order models require the use of reduced material stiffness coefficients to correct the thickness locking (see Carrera and Brischetto [ 49 , 50 ]).”
Variable kinematic models applied to free-vibration analysis of functionally graded material shells (2010, methodology): “In both CLT and FSDT, Poisson locking phenomena is contrasted by means of the planestress conditions as indicated in [27] and [28].”