OOFEM 3.0
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cohint.h
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1/*
2 *
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5 * ## ## ## ## #### #### ## # ##
6 * ## ## ## ## ## ## ## ##
7 * ## ## ## ## ## ## ## ##
8 * ##### ##### ## ###### ## ##
9 *
10 *
11 * OOFEM : Object Oriented Finite Element Code
12 *
13 * Copyright (C) 1993 - 2025 Borek Patzak
14 *
15 *
16 *
17 * Czech Technical University, Faculty of Civil Engineering,
18 * Department of Structural Mechanics, 166 29 Prague, Czech Republic
19 *
20 * This library is free software; you can redistribute it and/or
21 * modify it under the terms of the GNU Lesser General Public
22 * License as published by the Free Software Foundation; either
23 * version 2.1 of the License, or (at your option) any later version.
24 *
25 * This program is distributed in the hope that it will be useful,
26 * but WITHOUT ANY WARRANTY; without even the implied warranty of
27 * MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the GNU
28 * Lesser General Public License for more details.
29 *
30 * You should have received a copy of the GNU Lesser General Public
31 * License along with this library; if not, write to the Free Software
32 * Foundation, Inc., 51 Franklin Street, Fifth Floor, Boston, MA 02110-1301 USA
33 */
34
35#ifndef cohint_h
36#define cohint_h
37
40
41namespace oofem {
43
44#define _IFT_CohesiveInterfaceMaterial_Name "cohint"
45#define _IFT_CohesiveInterfaceMaterial_kn "kn"
46#define _IFT_CohesiveInterfaceMaterial_transitionopening "transitionopening"
47#define _IFT_CohesiveInterfaceMaterial_ks "ks"
48#define _IFT_CohesiveInterfaceMaterial_stiffCoeffKn "stiffcoeffkn"
49#define _IFT_CohesiveInterfaceMaterial_smoothMag "smoothmag"
51
57{
58protected:
60 double kn = 0., ks = 0.;
61
63 double stiffCoeffKn = 0.;
64
66 double transitionOpening = 0.;
67
72 double smoothMag = 0.;
73
74public:
77
78 bool hasAnalyticalTangentStiffness() const override { return true; }
79
80 const char *giveClassName() const override { return "CohesiveInterfaceMaterial"; }
81 const char *giveInputRecordName() const override { return _IFT_CohesiveInterfaceMaterial_Name; }
82
83 FloatArrayF<3> giveEngTraction_3d(const FloatArrayF<3> &jump, GaussPoint *gp, TimeStep *tStep) const override;
84 FloatMatrixF<3,3> give3dStiffnessMatrix_Eng(MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) const override;
85
86 void initializeFrom(InputRecord &ir) override;
87 void giveInputRecord(DynamicInputRecord &input) override;
88
89 std::unique_ptr<MaterialStatus> CreateStatus(GaussPoint *gp) const override { return std::make_unique<StructuralInterfaceMaterialStatus>(gp); }
90};
91} // namespace oofem
92#endif
void initializeFrom(InputRecord &ir) override
Definition cohint.C:120
FloatMatrixF< 3, 3 > give3dStiffnessMatrix_Eng(MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) const override
Definition cohint.C:78
const char * giveClassName() const override
Definition cohint.h:80
const char * giveInputRecordName() const override
Definition cohint.h:81
double kn
Elastic properties (normal and shear moduli).
Definition cohint.h:60
CohesiveInterfaceMaterial(int n, Domain *d)
Constructor.
Definition cohint.C:48
double stiffCoeffKn
Reduction of normal stiffness when in tension.
Definition cohint.h:63
std::unique_ptr< MaterialStatus > CreateStatus(GaussPoint *gp) const override
Definition cohint.h:89
bool hasAnalyticalTangentStiffness() const override
Definition cohint.h:78
double transitionOpening
Opening when material stiffness changes from kn to kn*stiffCoeffKn.
Definition cohint.h:66
FloatArrayF< 3 > giveEngTraction_3d(const FloatArrayF< 3 > &jump, GaussPoint *gp, TimeStep *tStep) const override
Definition cohint.C:51
void giveInputRecord(DynamicInputRecord &input) override
Definition cohint.C:138
#define _IFT_CohesiveInterfaceMaterial_Name
Definition cohint.h:44

This page is part of the OOFEM-3.0 documentation. Copyright Copyright (C) 1994-2025 Borek Patzak Bořek Patzák
Project e-mail: oofem@fsv.cvut.cz
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