xc
DqUniaxialMaterial.h
1 // -*-c++-*-
2 //----------------------------------------------------------------------------
3 // XC program; finite element analysis code
4 // for structural analysis and design.
5 //
6 // Copyright (C) Luis C. Pérez Tato
7 //
8 // This program derives from OpenSees <http://opensees.berkeley.edu>
9 // developed by the «Pacific earthquake engineering research center».
10 //
11 // Except for the restrictions that may arise from the copyright
12 // of the original program (see copyright_opensees.txt)
13 // XC is free software: you can redistribute it and/or modify
14 // it under the terms of the GNU General Public License as published by
15 // the Free Software Foundation, either version 3 of the License, or
16 // (at your option) any later version.
17 //
18 // This software is distributed in the hope that it will be useful, but
19 // WITHOUT ANY WARRANTY; without even the implied warranty of
20 // MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
21 // GNU General Public License for more details.
22 //
23 //
24 // You should have received a copy of the GNU General Public License
25 // along with this program.
26 // If not, see <http://www.gnu.org/licenses/>.
27 //----------------------------------------------------------------------------
28 //DqUniaxialMaterial.h
29 //deque de pointers (se emplear en la clase Set).
30 
31 
32 #ifndef DQUNIAXIALMATERIAL_H
33 #define DQUNIAXIALMATERIAL_H
34 
35 #include "utility/kernel/CommandEntity.h"
36 #include <deque>
37 #include <material/uniaxial/UniaxialMaterial.h>
38 
39 
40 namespace XC {
41 
43 //
45 class DqUniaxialMaterial: public CommandEntity, public MovableObject, public std::deque<UniaxialMaterial *>
46  {
47  void free_mem(void);
48  public:
49  typedef std::deque<UniaxialMaterial *> lst_ptr;
50  typedef lst_ptr::const_iterator const_iterator;
51  typedef lst_ptr::iterator iterator;
52  typedef lst_ptr::reference reference;
53  typedef lst_ptr::const_reference const_reference;
54  typedef lst_ptr::size_type size_type;
55  protected:
56  void copy_list(const DqUniaxialMaterial &,SectionForceDeformation *s= nullptr);
57  DbTagData &getDbTagData(void) const;
58  int sendData(Communicator &);
59  int recvData(const Communicator &);
60 
61  public:
62  DqUniaxialMaterial(CommandEntity *owner= nullptr,const size_t &sz= 0);
64  DqUniaxialMaterial(CommandEntity *owner,const UniaxialMaterial &um,const size_t &sz);
65  DqUniaxialMaterial(CommandEntity *owner,const UniaxialMaterial *um,const size_t &sz);
69  ~DqUniaxialMaterial(void);
70  void push_back(const UniaxialMaterial *,SectionForceDeformation *s= nullptr);
71  void push_front(const UniaxialMaterial *,SectionForceDeformation *s= nullptr);
72  inline iterator begin(void)
73  { return lst_ptr::begin(); }
74  const_iterator begin(void) const
75  { return lst_ptr::begin(); }
76  iterator end(void)
77  { return lst_ptr::end(); }
78  const_iterator end(void) const
79  { return lst_ptr::end(); }
80  void clear(void);
81  void clearAll(void);
82  inline size_type size(void) const
83  { return lst_ptr::size(); }
84  void resize(const size_t &n);
85 
86  int commitState(void);
87  int revertToLastCommit(void);
88  int revertToStart(void);
89 
90  int setInitialStrain(const Vector &,const size_t &offset);
91  int incrementInitialStrain(const Vector &,const size_t &offset);
92  void zeroInitialStrain(void);
93  int setTrialStrain(const Vector &def,const size_t &offset);
94  int setTrialStrain(const double &strain,const double &strainRate);
95  void getStrain(Vector &,const size_t &offset) const;
96  void getInitialStrain(Vector &,const size_t &offset) const;
97  void getTangent(Matrix &,const size_t &offset) const;
98  void getInitialTangent(Matrix &,const size_t &offset) const;
99  void getFlexibility(Matrix &f,const size_t &offset) const;
100  void getInitialFlexibility(Matrix &f,const size_t &offset) const;
101  void getStress(Vector &,const size_t &offset) const;
102 
103  inline reference operator[](const size_t i)
104  { return lst_ptr::operator[](i); }
105  inline const_reference operator[](const size_t i) const
106  { return lst_ptr::operator[](i); }
107 
108  int sendSelf(Communicator &);
109  int recvSelf(const Communicator &);
110  void Print(std::ostream &s, int flag =0) const;
111  boost::python::dict getPyDict(void) const;
112  void setPyDict(const boost::python::dict &);
113 
114 // AddingSensitivity:BEGIN //////////////////////////////////////////
115  int setParameter(const std::vector<std::string> &argv, Parameter &param);
116  double getStressSensitivity(int gradIndex, bool conditional);
117  double getStrainSensitivity(int gradIndex);
118  double getInitialTangentSensitivity(int gradIndex);
119  double getTangentSensitivity(int gradIndex);
120  double getDampTangentSensitivity(int gradIndex);
121  double getRhoSensitivity(int gradIndex);
122  int commitSensitivity(double strainGradient, int gradIndex, int numGrads);
123 // AddingSensitivity:END ///////////////////////////////////////////
124 
125  };
126 
127 } //end of XC namespace
128 #endif
129 
void getFlexibility(Matrix &f, const size_t &offset) const
Return the flexibility matrix.
Definition: DqUniaxialMaterial.cc:310
int setParameter(const std::vector< std::string > &argv, Parameter &param)
Sets the value param to the parameter argv.
Definition: DqUniaxialMaterial.cc:512
void getInitialTangent(Matrix &, const size_t &offset) const
Return the initial tangent stiffness matrix.
Definition: DqUniaxialMaterial.cc:301
int sendSelf(Communicator &)
Sends object through the communicator argument.
Definition: DqUniaxialMaterial.cc:467
Base class for force deformation section models.
Definition: SectionForceDeformation.h:88
void getStrain(Vector &, const size_t &offset) const
Returns strains vector.
Definition: DqUniaxialMaterial.cc:283
void clear(void)
Clears the container.
Definition: DqUniaxialMaterial.cc:145
int setTrialStrain(const Vector &def, const size_t &offset)
Sets trial strain.
Definition: DqUniaxialMaterial.cc:253
Float vector abstraction.
Definition: Vector.h:94
int sendData(Communicator &)
Sends object through the communicator argument.
Definition: DqUniaxialMaterial.cc:389
void getInitialFlexibility(Matrix &f, const size_t &offset) const
Return the initial flexibility matrix.
Definition: DqUniaxialMaterial.cc:319
void getTangent(Matrix &, const size_t &offset) const
Return the tangent stiffness matrix.
Definition: DqUniaxialMaterial.cc:292
Communication parameters between processes.
Definition: Communicator.h:66
int recvSelf(const Communicator &)
Receives object through the communicator argument.
Definition: DqUniaxialMaterial.cc:483
Object that can move between processes.
Definition: MovableObject.h:100
void copy_list(const DqUniaxialMaterial &, SectionForceDeformation *s=nullptr)
Copy the list being passed as parameter.
Definition: DqUniaxialMaterial.cc:39
Base class for uniaxial materials.
Definition: UniaxialMaterial.h:93
int recvData(const Communicator &)
Receives object through the communicator argument.
Definition: DqUniaxialMaterial.cc:402
void Print(std::ostream &s, int flag=0) const
Print stuff.
Definition: DqUniaxialMaterial.cc:505
Vector that stores the dbTags of the class members.
Definition: DbTagData.h:44
void clearAll(void)
Clears the container and deletes object properties.
Definition: DqUniaxialMaterial.cc:152
int commitState(void)
Commit materials state (normally when convergence is achieved).
Definition: DqUniaxialMaterial.cc:159
int setInitialStrain(const Vector &, const size_t &offset)
Sets initial strains.
Definition: DqUniaxialMaterial.cc:221
Pointers to UniaxialMaterial container.
Definition: DqUniaxialMaterial.h:45
DbTagData & getDbTagData(void) const
Returns a vector to store the dbTags of the class members.
Definition: DqUniaxialMaterial.cc:382
int revertToLastCommit(void)
Returns to the last committed state.
Definition: DqUniaxialMaterial.cc:179
int incrementInitialStrain(const Vector &, const size_t &offset)
Increment initial strains.
Definition: DqUniaxialMaterial.cc:234
Objet that can execute python scripts.
Definition: CommandEntity.h:40
void getInitialStrain(Vector &, const size_t &offset) const
Returns the initial strains.
Definition: DqUniaxialMaterial.cc:274
void setPyDict(const boost::python::dict &)
Set the values of the object members from a Python dictionary.
Definition: DqUniaxialMaterial.cc:441
~DqUniaxialMaterial(void)
Destructor.
Definition: DqUniaxialMaterial.cc:141
int revertToStart(void)
Returns the materials to its initial state.
Definition: DqUniaxialMaterial.cc:199
DqUniaxialMaterial(CommandEntity *owner=nullptr, const size_t &sz=0)
Constructor.
Definition: DqUniaxialMaterial.cc:89
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
Matrix of floats.
Definition: Matrix.h:111
void getStress(Vector &, const size_t &offset) const
Returns the tensiones.
Definition: DqUniaxialMaterial.cc:328
Parameter.
Definition: Parameter.h:68
DqUniaxialMaterial & operator=(const DqUniaxialMaterial &)
Assignment operator.
Definition: DqUniaxialMaterial.cc:132
void zeroInitialStrain(void)
Zeroes initial strains.
Definition: DqUniaxialMaterial.cc:245
boost::python::dict getPyDict(void) const
Return a Python dictionary with the object members values.
Definition: DqUniaxialMaterial.cc:423