GetFEM++  5.3
getfem_linearized_plates.h
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2 /*===========================================================================
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4  Copyright (C) 2004-2017 Yves Renard, Jeremie Lasry
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30 ===========================================================================*/
31 /**@file getfem_linearized_plates.h
32  @author Yves Renard <Yves.Renard@insa-lyon.fr>
33  @date November 1, 2004.
34  @brief Reissner-Mindlin plate model brick.
35 */
36 
37 #ifndef GETFEM_LINEARIZED_PLATES_H__
38 #define GETFEM_LINEARIZED_PLATES_H__
39 
40 #include "getfem_models.h"
41 
42 
43 namespace getfem {
44 
45  /** Add the elementary transformation corresponding to the projection
46  on rotated RT0 element for two-dimensional elements to the model.
47  The name is the name given to the elementary transformation.
48  */
49  void add_2D_rotated_RT0_projection(model &md, std::string name);
50 
51 
52  /** Add a term corresponding to the classical Reissner-Mindlin plate
53  model for which `u3` is the transverse displacement,
54  `Theta` the rotation of
55  fibers normal to the midplane, 'param_E' the Young Modulus,
56  `param_nu` the poisson ratio,
57  `param_epsilon` the plate thickness,
58  `param_kappa` the shear correction factor. Note that since this brick
59  uses the high level generic assembly language, the parameter can
60  be regular expression of this language.
61  There are three variants.
62  `variant = 0` corresponds to the an
63  unreduced formulation and in that case only the integration
64  method `mim` is used. Practically this variant is not usable since
65  it is subject to a strong locking phenomenon.
66  `variant = 1` corresponds to a reduced integration where `mim` is
67  used for the rotation term and `mim_reduced` for the transverse
68  shear term. `variant = 2` (default) corresponds to the projection onto
69  a rotated RT0 element of the transverse shear term. For the moment, this
70  is adapted to quadrilateral only (because it is not sufficient to
71  remove the locking phenomenon on triangle elements). Note also that if
72  you use high order elements, the projection on RT0 will reduce the order
73  of the approximation.
74  Returns the brick index in the model.
75  */
77  (model &md, const mesh_im &mim, const mesh_im &mim_reduced,
78  const std::string &u3,
79  const std::string &Theta, const std::string &param_E,
80  const std::string &param_nu, const std::string &param_epsilon,
81  const std::string &param_kappa, size_type variant = size_type(2),
82  size_type region = size_type(-1));
83 
84 } /* end of namespace getfem. */
85 
86 
87 #endif /* GETFEM_LINEARIZED_PLATES_H__ */
size_t size_type
used as the common size type in the library
Definition: bgeot_poly.h:49
Model representation in Getfem.
GEneric Tool for Finite Element Methods.
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 classical Reissner-Mindlin plate model for which u3 is the transverse...
void add_2D_rotated_RT0_projection(model &md, std::string name)
Add the elementary transformation corresponding to the projection on rotated RT0 element for two-dime...