getfem_linearized_plates.h

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// /* -*- c++ -*- (enables emacs c++ mode) */
/*===========================================================================
 
 Copyright (C) 2004-2020 Yves Renard, Jeremie Lasry
 
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/**@file getfem_linearized_plates.h
   @author  Yves Renard <Yves.Renard@insa-lyon.fr>
   @date November 1, 2004.
   @brief Reissner-Mindlin plate model brick.
*/
 
#ifndef GETFEM_LINEARIZED_PLATES_H__
#define GETFEM_LINEARIZED_PLATES_H__
 
#include "getfem_models.h"
 
 
namespace getfem {
 
  /** Add the elementary transformation corresponding to the projection
      on rotated RT0 element for two-dimensional elements to the model.
      The name is the name given to the elementary transformation.
  */
  void add_2D_rotated_RT0_projection(model &md, std::string name);
 
  /** Add the elementary transformation corresponding to the projection
      on P0 element.
      The name is the name given to the elementary transformation.
  */
  void add_P0_projection(model &md, std::string name);
 
 
  /** Add a term corresponding to the classical Reissner-Mindlin plate
      model for which `u3` is the transverse displacement,
      `Theta` the rotation of
      fibers normal to the midplane, 'param_E' the Young Modulus,
      `param_nu` the poisson ratio,
      `param_epsilon` the plate thickness,
      `param_kappa` the shear correction factor. Note that since this brick
      uses the high level generic assembly language, the parameter can
      be regular expression of this language.
      There are three variants.
      `variant = 0` corresponds to the an
      unreduced formulation and in that case only the integration
      method `mim` is used. Practically this variant is not usable since
      it is subject to a strong locking phenomenon.
      `variant = 1` corresponds to a reduced integration where `mim` is
      used for the rotation term and `mim_reduced` for the transverse
      shear term. `variant = 2` (default) corresponds to the projection onto
      a rotated RT0 element of the transverse shear term. For the moment, this
      is adapted to quadrilateral only (because it is not sufficient to
      remove the locking phenomenon on triangle elements). Note also that if
      you use high order elements, the projection on RT0 will reduce the order
      of the approximation.
      Returns the brick index in the model.
   */
  size_type add_Mindlin_Reissner_plate_brick
  (model &md, const mesh_im &mim, const mesh_im &mim_reduced,
   const std::string &u3,
   const std::string &Theta, const std::string &param_E,
   const std::string &param_nu, const std::string &param_epsilon,
   const std::string &param_kappa, size_type variant = size_type(2), 
   size_type region = size_type(-1));
  
    /**     Add a term corresponding to the enriched Reissner-Mindlin plate
    model for which `varname_ua` is the membrane displacements,
    `varname_u3` is the transverse displacement,
    `varname_theta` the rotation of
    fibers normal to the midplane, 
    `varname_theta3` the pinching,     
    'param_E' the Young Modulus,
    `param_nu` the poisson ratio,
    `param_epsilon` the plate thickness. Note that since this brick
    uses the high level generic assembly language, the parameter can
    be regular expression of this language.
    There are four variants.
    `variant = 0` corresponds to the an
    unreduced formulation and in that case only the integration
    method `mim` is used. Practically this variant is not usable since
    it is subject to a strong locking phenomenon.
    `variant = 1` corresponds to a reduced integration where `mim` is
    used for the rotation term and `mim_reduced1` for the transverse
    shear term and `mim_reduced2` for the pinching term.
    `variant = 2` (default) corresponds to the projection onto
    a rotated RT0 element of the transverse shear term and a reduced integration for the pinching term.
    For the moment, this is adapted to quadrilateral only (because it is not sufficient to
    remove the locking phenomenon on triangle elements). Note also that if
    you use high order elements, the projection on RT0 will reduce the order
    of the approximation.
    `variant = 3` corresponds to the projection onto
    a rotated RT0 element of the transverse shear term and the projection onto P0 element of the pinching term.
    For the moment, this is adapted to quadrilateral only (because it is not sufficient to
    remove the locking phenomenon on triangle elements). Note also that if
    you use high order elements, the projection on RT0 will reduce the order
    of the approximation.   
    Returns the brick index in the model.
   */
    size_type add_enriched_Mindlin_Reissner_plate_brick
  (model &md, const mesh_im &mim, const mesh_im &mim_reduced1, const mesh_im &mim_reduced2,
   const std::string &ua,const std::string &Theta,
   const std::string &u3,const std::string &Theta3,
   const std::string &param_E, const std::string &param_nu, const std::string &param_epsilon,
   size_type variant = size_type(3), size_type region = size_type(-1));//size_type(2)
  
  
  
  
  
 
}  /* end of namespace getfem.                                             */
 
 
#endif /* GETFEM_LINEARIZED_PLATES_H__ */