Analysis of thickness locking in classical, refined and mixed multilayered plate theories

By Erasmo Carrera, Salvatore Brischetto. 2008

268 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/e7476f67ec294f523ff5ae72faa8d01c093db618

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

A refined high-order global-local theory for finite element bending and vibration analyses of laminated composite beams (2011, unknown): “to avoid Poisson’s thickness locking [40] occurrence).”
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]).”
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 ]).”
On the free vibration analysis of laminated composite and sandwich plates: A review of recent literature with some numerical results (2015, methodology): “To discuss the thickness locking mechanism, Carrera and Brischetto [354] have analyzed bending and vibration problems for isotropic, orthotropic and multilayered, composite plates using classical, refined and mixed multilayered plate theories whereas Brischetto and Carrera [355] extended the unified”
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]).”
Accurate free vibration analysis of thermo-mechanically pre/post-buckled anisotropic multilayered plates based on a refined hierarchical trigonometric Ritz formulation (2013, background): “As can be noticed the parabolic term is the most important reducing of about the 10% the error percentage with respect to the case retaining only the constant term, allowing to overcome the phenomenon usually referred to as Poisson locking or thickness locking [53].”
Refined beam elements with only displacement variables and plate/shell capabilities (2012, methodology): “Locking is corrected as in Carrera and Brischetto [4, 5].”
Refined dynamic stiffness elements applied to free vibration analysis of generally laminated composite beams with arbitrary boundary conditions (2014, unknown): “Classical theories and first-order models (N 1⁄4 1) require the necessary assumption of reduced material stiffness coefficients to correct Poisson’s locking (see [26]).”
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].”