OOFEM 3.0
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neumannmomentload.h
Go to the documentation of this file.
1/*
2 *
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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.
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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.
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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 NEUMANNMOMENTLOAD_H
36#define NEUMANNMOMENTLOAD_H
37
38#include "boundaryload.h"
39#include "element.h"
40
41#define _IFT_NeumannMomentLoad_Name "momentload"
42#define _IFT_NeumannMomentLoad_Gradient "gradient"
43#define _IFT_NeumannMomentLoad_Constant "constant"
44#define _IFT_NeumannMomentLoad_CenterSet "cset"
45
52namespace oofem {
54{
55private:
59 int cset;
65 double p;
66
68 void computeXbar();
69
71 void computeNormal(FloatArray &answer, Element *e, int side);
72public:
73 NeumannMomentLoad(int i, Domain * d) : SurfaceLoad(i, d) { }
74 virtual ~NeumannMomentLoad() {}
75
76 void computeValueAt(FloatArray &answer, TimeStep *tStep, const FloatArray &coords, ValueModeType mode) override;
77 int giveApproxOrder() override { return 0; }
78
80
81 void computeValueAtBoundary(FloatArray &answer, TimeStep *tStep, const FloatArray &coords, ValueModeType mode, Element *e, int boundary);
86 void updateLoad(const FloatArray &newValue) { componentArray = newValue; }
87
88 void initializeFrom(InputRecord &ir) override;
89 bcGeomType giveBCGeoType() const override { return SurfaceLoadBGT; }
90
91 const char *giveClassName() const override { return "NeumannMomentLoad"; }
92 const char *giveInputRecordName() const override { return _IFT_NeumannMomentLoad_Name; }
93
94private:
95 void computeNArray(FloatArray &answer, const FloatArray &coords) const override { answer.clear(); }
96};
97} // end namespace oofem
98
99
100#endif // NEUMANNMOMENTLOAD_H
FloatArray componentArray
Components of boundary condition.
Definition load.h:86
FormulationType
Definition load.h:79
@ FT_Global
Definition load.h:81
void computeXbar()
Compute centre of mass for set cset.
int cset
Set containing elements used to calculate xbar.
void updateLoad(const FloatArray &newValue)
const char * giveInputRecordName() const override
bcGeomType giveBCGeoType() const override
const char * giveClassName() const override
NeumannMomentLoad(int i, Domain *d)
FormulationType giveFormulationType() override
void computeNormal(FloatArray &answer, Element *e, int side)
Compute normal at center of element.
FloatArray xbar
Center of structure.
IntArray celements
Array containing elements elements in set cset.
void computeNArray(FloatArray &answer, const FloatArray &coords) const override
SurfaceLoad(int i, Domain *d)
bcGeomType
Type representing the geometric character of loading.
Definition bcgeomtype.h:40
@ SurfaceLoadBGT
Distributed surface load.
Definition bcgeomtype.h:45
#define _IFT_NeumannMomentLoad_Name
#define OOFEM_EXPORT
Definition oofemcfg.h:7

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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