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// Created on: 1996-08-09
// Created by: Herve LOUESSARD
// Copyright (c) 1996-1999 Matra Datavision
// Copyright (c) 1999-2014 OPEN CASCADE SAS
//
// This file is part of Open CASCADE Technology software library.
//
// This library is free software; you can redistribute it and/or modify it under
// the terms of the GNU Lesser General Public License version 2.1 as published
// by the Free Software Foundation, with special exception defined in the file
// OCCT_LGPL_EXCEPTION.txt. Consult the file LICENSE_LGPL_21.txt included in OCCT
// distribution for complete text of the license and disclaimer of any warranty.
//
// Alternatively, this file may be used under the terms of Open CASCADE
// commercial license or contractual agreement.
#ifndef _LocalAnalysis_SurfaceContinuity_HeaderFile
#define _LocalAnalysis_SurfaceContinuity_HeaderFile
#include <Standard.hxx>
#include <Standard_DefineAlloc.hxx>
#include <Standard_Handle.hxx>
#include <GeomAbs_Shape.hxx>
#include <LocalAnalysis_StatusErrorType.hxx>
class Geom_Surface;
class Geom2d_Curve;
#include <GeomLProp_SLProps.hxx>
//! This class gives tools to check local continuity C0
//! C1 C2 G1 G2 between two points situated on two surfaces
class LocalAnalysis_SurfaceContinuity
{
public:
DEFINE_STANDARD_ALLOC
//! -u1,v1 are the parameters of the point on Surf1
//! -u2,v2 are the parameters of the point on Surf2
//! -Order is the required continuity:
//! GeomAbs_C0 GeomAbs_C1 GeomAbs_C2
//! GeomAbs_G1 GeomAbs_G2
//!
//! -EpsNul is used to detect a a vector with nul
//! magnitude
//!
//! -EpsC0 is used for C0 continuity to confuse two
//! points (in mm)
//!
//! -EpsC1 is an angular tolerance in radians used
//! for C1 continuity to compare the angle between
//! the first derivatives
//!
//! -EpsC2 is an angular tolerance in radians used
//! for C2 continuity to compare the angle between
//! the second derivatives
//!
//! -EpsG1 is an angular tolerance in radians used
//! for G1 continuity to compare the angle between
//! the normals
//!
//! -Percent: percentage of curvature variation (unitless)
//! used for G2 continuity
//!
//! - Maxlen is the maximum length of Surf1 or Surf2 in
//! meters used to detect null curvature (in mm)
//!
//! the constructor computes the quantities which are
//! necessary to check the continuity in the following cases:
//!
//! case C0
//! --------
//! - the distance between P1 and P2 with P1=Surf (u1,v1) and
//! P2=Surfv2(u2,v2)
//!
//! case C1
//! -------
//!
//! - the angle between the first derivatives in u :
//!
//! dSurf1(u1,v1) dSurf2(u2,v2)
//! ----------- and ---------
//! du du
//!
//! the angle value is between 0 and PI/2
//!
//! - the angle between the first derivatives in v :
//!
//! dSurf1(u1,v1) dSurf2(u2,v2)
//! -------- and ---------
//! dv dv
//!
//! - the ratio between the magnitudes of the first derivatives in u
//! - the ratio between the magnitudes of the first derivatives in v
//!
//! the angle value is between 0 and pi/2
//!
//! case C2
//! -------
//! - the angle between the second derivatives in u
//! 2 2
//! d Surf1(u1,v1) d Surf2(u2,v2)
//! ---------- ----------
//! 2 2
//! d u d u
//!
//! - the ratio between the magnitudes of the second derivatives in u
//! - the ratio between the magnitudes of the second derivatives in v
//!
//! the angle value is between 0 and PI/2
//!
//! case G1
//! -------
//! -the angle between the normals at each point
//! the angle value is between 0 and PI/2
//!
//! case G2
//! -------
//! - the maximum normal curvature gap between the two
//! points
Standard_EXPORT LocalAnalysis_SurfaceContinuity(const occ::handle<Geom_Surface>& Surf1,
const double u1,
const double v1,
const occ::handle<Geom_Surface>& Surf2,
const double u2,
const double v2,
const GeomAbs_Shape Order,
const double EpsNul = 0.001,
const double EpsC0 = 0.001,
const double EpsC1 = 0.001,
const double EpsC2 = 0.001,
const double EpsG1 = 0.001,
const double Percent = 0.01,
const double Maxlen = 10000);
Standard_EXPORT LocalAnalysis_SurfaceContinuity(const occ::handle<Geom2d_Curve>& curv1,
const occ::handle<Geom2d_Curve>& curv2,
const double U,
const occ::handle<Geom_Surface>& Surf1,
const occ::handle<Geom_Surface>& Surf2,
const GeomAbs_Shape Order,
const double EpsNul = 0.001,
const double EpsC0 = 0.001,
const double EpsC1 = 0.001,
const double EpsC2 = 0.001,
const double EpsG1 = 0.001,
const double Percent = 0.01,
const double Maxlen = 10000);
//! This constructor is used when we want to compute many analysis.
//! After we use the method ComputeAnalysis
Standard_EXPORT LocalAnalysis_SurfaceContinuity(const double EpsNul = 0.001,
const double EpsC0 = 0.001,
const double EpsC1 = 0.001,
const double EpsC2 = 0.001,
const double EpsG1 = 0.001,
const double Percent = 0.01,
const double Maxlen = 10000);
Standard_EXPORT void ComputeAnalysis(GeomLProp_SLProps& Surf1,
GeomLProp_SLProps& Surf2,
const GeomAbs_Shape Order);
Standard_EXPORT bool IsDone() const;
Standard_EXPORT GeomAbs_Shape ContinuityStatus() const;
Standard_EXPORT LocalAnalysis_StatusErrorType StatusError() const;
Standard_EXPORT double C0Value() const;
Standard_EXPORT double C1UAngle() const;
Standard_EXPORT double C1URatio() const;
Standard_EXPORT double C1VAngle() const;
Standard_EXPORT double C1VRatio() const;
Standard_EXPORT double C2UAngle() const;
Standard_EXPORT double C2URatio() const;
Standard_EXPORT double C2VAngle() const;
Standard_EXPORT double C2VRatio() const;
Standard_EXPORT double G1Angle() const;
Standard_EXPORT double G2CurvatureGap() const;
Standard_EXPORT bool IsC0() const;
Standard_EXPORT bool IsC1() const;
Standard_EXPORT bool IsC2() const;
Standard_EXPORT bool IsG1() const;
Standard_EXPORT bool IsG2() const;
private:
Standard_EXPORT void SurfC0(const GeomLProp_SLProps& Surf1, const GeomLProp_SLProps& Surf2);
Standard_EXPORT void SurfC1(GeomLProp_SLProps& Surf1, GeomLProp_SLProps& Surf2);
Standard_EXPORT void SurfC2(GeomLProp_SLProps& Surf1, GeomLProp_SLProps& Surf2);
Standard_EXPORT void SurfG1(GeomLProp_SLProps& Surf1, GeomLProp_SLProps& Surf2);
Standard_EXPORT void SurfG2(GeomLProp_SLProps& Surf1, GeomLProp_SLProps& Surf2);
double myContC0;
double myContC1U;
double myContC1V;
double myContC2U;
double myContC2V;
double myContG1;
double myLambda1U;
double myLambda2U;
double myLambda1V;
double myLambda2V;
double myETA1;
double myETA2;
double myETA;
double myZETA1;
double myZETA2;
double myZETA;
double myAlpha;
GeomAbs_Shape myTypeCont;
double myepsC0;
double myepsnul;
double myepsC1;
double myepsC2;
double myepsG1;
double myperce;
double mymaxlen;
double myGap;
bool myIsDone;
LocalAnalysis_StatusErrorType myErrorStatus;
};
#endif // _LocalAnalysis_SurfaceContinuity_HeaderFile
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