FF3DAttractivePointForceModel.h

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00001 /*
00002  * This file is part of Micole Architecture
00003  *
00004  * Copyright (C) 2007 Micole partners
00005  *
00006  * Micole Architecture is free software: you can redistribute it 
00007  * and/or modify it under the terms of the GNU Lesser General 
00008  * Public License as published by the Free Software Foundation, 
00009  * either version 3 of the License, or (at your option) any 
00010  * later version.
00011  *
00012  * Micole Architecture is distributed in the hope that it will be 
00013  * useful, * but WITHOUT ANY WARRANTY; without even the implied 
00014  * warranty of MERCHANTABILITY or FITNESS FOR A PARTICULAR 
00015  * PURPOSE.  See the GNU Lesser General Public License for more 
00016  * details.
00017  *
00018  * You should have received a copy of the GNU Lesser General Public
00019  * License along with Micole Architecture.  If not, see
00020  * <http://www.gnu.org/licenses/>.
00021  */
00022 
00023 #ifndef FF3DAttractivePointForceModel_H
00024 #define FF3DAttractivePointForceModel_H
00025 #include "micolelib.h"
00026 
00027 #include "FF3DForceModel.h"
00028 #include "math.h"
00029 using namespace Reachin;
00030 
00034 struct MICOLELIB_API FF3DAttractivePointForceModel : FF3DForceModel
00035 {
00036         mgFloat _stiffness, _d; 
00037 
00038         Vec3f _stick_point;
00039 
00040 
00041         FF3DAttractivePointForceModel(const Vec3f &);
00042         FF3DAttractivePointForceModel(const FF3DAttractivePointForceModel &fm);
00043 
00044         virtual FF3DForceModel * clone() { return new FF3DAttractivePointForceModel(*this); }
00045 
00046         virtual Vec3f evaluate( const Vec3f &pos, const mgFloat &) 
00047         {
00048                 Vec3f diff = _stick_point - pos; 
00049                 Vec3f x = diff;
00050                 x.normalizeSafe();
00051 
00052                 mgFloat dist = diff.length();
00053 
00054                 //Vec3f res = _stiffness * diff;
00055                 if (diff.length() > _d)
00056                         return (x *_stiffness);
00057 
00058                 return (_stiffness * sqrt(dist / _d) * x); 
00059         }
00060 };
00061 
00062 #endif

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