XC Open source finite element analysis program
PS.h
1 //----------------------------------------------------------------------------
2 // XC program; finite element analysis code
3 // for structural analysis and design.
4 //
5 // Copyright (C) Luis Claudio Pérez Tato
6 //
7 // This program derives from OpenSees <http://opensees.berkeley.edu>
8 // developed by the «Pacific earthquake engineering research center».
9 //
10 // Except for the restrictions that may arise from the copyright
11 // of the original program (see copyright_opensees.txt)
12 // XC is free software: you can redistribute it and/or modify
13 // it under the terms of the GNU General Public License as published by
14 // the Free Software Foundation, either version 3 of the License, or
15 // (at your option) any later version.
16 //
17 // This software is distributed in the hope that it will be useful, but
18 // WITHOUT ANY WARRANTY; without even the implied warranty of
19 // MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
20 // GNU General Public License for more details.
21 //
22 //
23 // You should have received a copy of the GNU General Public License
24 // along with this program.
25 // If not, see <http://www.gnu.org/licenses/>.
26 //----------------------------------------------------------------------------
27 
28 //##################################################################################
29 //# COPYRIGHT (C): :-)) #
30 //# PROJECT: Object Oriented Finite Element Program #
31 //# PURPOSE: General platform for elaso-plastic constitutive model #
32 //# implementation #
33 //# CLASS: PotentialSurface(the base class for all potential surfaces) #
34 //# #
35 //# VERSION: #
36 //# LANGUAGE: C++.ver >= 2.0 ( Borland C++ ver=3.00, SUN C++ ver=2.1 ) #
37 //# TARGET OS: DOS || UNIX || . . . #
38 //# DESIGNER(S): Boris Jeremic, Zhaohui Yang #
39 //# PROGRAMMER(S): Boris Jeremic, Zhaohui Yang #
40 //# #
41 //# #
42 //# DATE: 08-03-2000 #
43 //# UPDATE HISTORY: #
44 //# #
45 //# #
46 //# #
47 //# #
48 //# SHORT EXPLANATION: The goal is to create a platform for efficient and easy #
49 //# implemetation of any elasto-plastic constitutive model! #
50 //# #
51 //##################################################################################
52 //
53 
54 #ifndef PS_H
55 #define PS_H
56 
57 #include <iostream>
58 
59 namespace XC {
60  class BJtensor;
61  class EPState;
62 
64 //
66 //
68 //
72  {
73  public:
74  virtual PotentialSurface *newObj() = 0; //create a colne of itself
75  virtual ~PotentialSurface() {}; // Codewizard requires virtual destructor
76  double q() const { return 0.0; }; // Codewizard does not like function defined in class definition
77  virtual BJtensor dQods(const EPState *EPS ) const = 0; //pure virtual func
78  virtual BJtensor d2Qods2(const EPState *EPS ) const = 0; //pure virtual func
79  virtual void print() = 0; //pure virtual func
80 
81  // Added for Consistent Algorithm, Z. Cheng, Jan 2004
82  // Ref. Jeremic & Sture, Mechanics of Cohesive-Frictional Materials, Vol.2 165-183 (1997)
83  virtual BJtensor d2Qodsds1(const EPState *EPS ) const;
84  virtual BJtensor d2Qodsds2(const EPState *EPS ) const;
85  virtual BJtensor d2Qodsds3(const EPState *EPS ) const;
86  virtual BJtensor d2Qodsds4(const EPState *EPS ) const;
87  virtual BJtensor d2Qodsdt1(const EPState *EPS ) const;
88  virtual BJtensor d2Qodsdt2(const EPState *EPS ) const;
89  virtual BJtensor d2Qodsdt3(const EPState *EPS ) const;
90  virtual BJtensor d2Qodsdt4(const EPState *EPS ) const;
91 
92  //================================================================================
93  // Overloaded Insertion Operator
94  // prints an PotentialSurface's contents
95  //================================================================================
96  friend std::ostream& operator<< (std::ostream& os, const PotentialSurface & PS)
97  {
98  os << "Potential Surface Parameters: " << std::endl;
99  return os;
100  }
101 };
102 } // end of XC namespace
103 
104 
105 #endif
106 
Definition: BJtensor.h:110
3
Definition: EPState.h:73
The goal is to create a platform for efficient and easy implemetation of any elasto-plastic constitut...
Definition: PS.h:71
================================================================================
Definition: ContinuaReprComponent.h:34