Meshless analysis of shear deformable shells: the linear model

  • Authors:
  • Jorge C. Costa;Carlos M. Tiago;Paulo M. Pimenta

  • Affiliations:
  • Polytechnic School at the University of São Paulo, São Paulo, Brazil 05424-970;Instituto Superior Técnico, Technical University of Lisbon, Lisbon, Portugal;Polytechnic School at the University of São Paulo, São Paulo, Brazil 05424-970

  • Venue:
  • Computational Mechanics
  • Year:
  • 2013

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Abstract

This work develops a kinematically linear shell model departing from a consistent nonlinear theory. The initial geometry is mapped from a flat reference configuration by a stress-free finite deformation, after which, the actual shell motion takes place. The model maintains the features of a complete stress-resultant theory with Reissner-Mindlin kinematics based on an inextensible director. A hybrid displacement variational formulation is presented, where the domain displacements and kinematic boundary reactions are independently approximated. The resort to a flat reference configuration allows the discretization using 2-D Multiple Fixed Least-Squares (MFLS) on the domain. The consistent definition of stress resultants and consequent plane stress assumption led to a neat formulation for the analysis of shells. The consistent linear approximation, combined with MFLS, made possible efficient computations with a desired continuity degree, leading to smooth results for the displacement, strain and stress fields, as shown by several numerical examples.