public QFModule CalQuFu(ShuXianCaiJiModule.SXCJModule module, List <float> list, double qfLimit, float maxForce, MachineBase machine)
{
QFModule _QFModule = new QFModule();
OKEUnivers ou = machine as OKEUnivers;
if (ou != null)
{
_QFModule.DownQF = ou.GetQuFuL();
_QFModule.UpQF = ou.GetQuFuH();
}
return(_QFModule);
}
public static float CalQF(SXCJModule module, List <float> list, Double qfLimit, float maxForce, Logger log, MachineBase machine)
{
float qf = 0.0f;
try
{
if (module.SpecialSetting.MachineType == 2 && maxForce > 0 && list != null && list.Count > 0)
{
QFModule m = null;
QuFuBase quBase = QuFuFactory.GetQuFuModule(module.SpecialSetting.QFName);
ReSet:
if (quBase != null)
{
m = quBase.CalQuFu(module, list, qfLimit, maxForce, machine);
}
if (m == null)//无屈服过程，是否乘以参数？
{
qf = (float)(maxForce * module.SpecialSetting.QFParameter);
}
else
{
if (module.SpecialSetting.QuFuType == 1)
{
qf = m.UpQF;
}
else
{
qf = m.DownQF;
}
if (qf == 0.00f && !isRemarkQF)
{
if (module.SpecialSetting.IsDebug)
{
log.WriteLog("调用备用屈服算法通用0722！", true, false);
}
isRemarkQF = true;
quBase = QuFuFactory.GetQuFuModule("通用0722");
goto ReSet;
}
}
}
}
catch (Exception ex)
{
log.WriteLog(ex.Message + "\r\n" + ex.StackTrace, true, true);
}
isRemarkQF = false;
return(qf);
}
public QFModule CalQuFu(SXCJModule module, List <float> list, double qfLimit, float maxForce, MachineBase machine)
{
QFModule _QFModule = new QFModule();
FYUniversQF ou = machine as FYUniversQF;
if (ou != null)
{
float downQF = 0.00f;
float upQF = 0.00f;
ou.GetQF(out downQF, out upQF);
_QFModule.DownQF = downQF;
_QFModule.UpQF = upQF;
}
return(_QFModule);
}
private QFModule GetRealQFModule(List <QFModule> list, double qfLimit, float maxForce)
{
QFModule m = null;
QFModule m_qflimit = null;
if (list != null)
{
for (int i = 0; i < list.Count; i++)
{
if (i == 0)
{
m = list[i];
}
else
{
if (m.QFCount <= list[i].QFCount)
{
m = list[i];
}
if (list[i].DownQF > qfLimit && list[i].DownQF < maxForce * 0.9)
{
if (m_qflimit != null)
{
if (m_qflimit.QFCount < list[i].QFCount)
{
m_qflimit = list[i];
}
}
else
{
m_qflimit = list[i];
}
}
}
}
}
if (m_qflimit != null)
{
return(m_qflimit);
}
else
{
return(m);
}
}
/// <summary>
/// 得到集合中点数量最多的屈服过程
/// </summary>
/// <param name="list"></param>
/// <returns></returns>
private QFModule GetRealQFModule(List <QFModule> list)
{
QFModule m = null;
if (list != null)
{
for (int i = 0; i < list.Count; i++)
{
if (i == 0)
{
m = list[i];
}
else
{
if (m.QFCount <= list[i].QFCount)
{
m = list[i];
}
}
}
}
return(m);
}
public QFModule CalQuFu(SXCJModule module, List <float> list, double qfLimit, float maxForce, MachineBase machine)
{
List <QFModule> resultList = new List <QFModule>(); //屈服过程集合
float lastLZ = 0.0f; //上个点的力值
Boolean startQF = false; //开始进入屈服阶段标记
float upQF = 0.0f; //上屈服
float downQF = 0.0f; //下屈服
Int32 qfCount = 0; //屈服点数量
for (int i = 0; i < list.Count; i++)
{
float lz = list[i];
if (lz < module.SpecialSetting.QFStartValue)
{
continue;//如果在设定的有效力值之下，跳过
}
if (lz == maxForce)
{
break; //如果到最大力值，结束循环
}
if (!startQF) //还没记录到下降
{
if (lz < lastLZ) //当前力值比上一个力值小时
{
startQF = true;
qfCount = 1;
upQF = lastLZ;
downQF = lz;
}
else
{
lastLZ = lz;
}
}
else//进入屈服判断过程
{
if (lz > upQF)//超过上屈服，表示屈服过程结束
{
if (qfCount > module.SpecialSetting.PrecisionGrade)//在精度范围内的点数
{
QFModule m = new QFModule();
m.QFCount = qfCount;
m.UpQF = upQF;
m.DownQF = downQF;
resultList.Add(m);
}
upQF = 0.0f;
downQF = 0.0f;
startQF = false;
}
else//曲线下降，更新下屈服
{
downQF = lz < downQF ? lz : downQF;
}
qfCount++;
lastLZ = lz;
}
}
return(GetRealQFModule(resultList));
}
public QFModule CalQuFu(SXCJModule module, List <float> list, double qfLimit, float maxForce, MachineBase machine)
{
List <QFModule> resultList = new List <QFModule>(); //屈服过程集合
float lastLZ = 0.0f; //上个点的力值
Boolean startQF = false; //开始进入屈服阶段标记
float upQF = 0.0f; //上屈服
float downQF = 0.0f; //下屈服
Int32 qfCount = 0; //屈服点数量
Int32 tmpShangShengCount = 0; //连续上升计数器
Int32 tempXiaJiangCount = 0;
for (int i = 0; i < list.Count; i++)
{
float lz = list[i];
if (lz < module.SpecialSetting.QFStartValue)
{
continue;//如果在设定的有效力值之下，跳过
}
if (lz == maxForce)
{
break; //如果到最大力值，结束循环
}
if (!startQF) //还没记录到下降
{
if (lz < lastLZ) //当前力值比上一个力值小时
{
if (tempXiaJiangCount >= module.SpecialSetting.PrecisionGrade)
{
startQF = true;
qfCount = 1;
upQF = lastLZ;
downQF = lz;
tmpShangShengCount = 0;
}
else
{
tempXiaJiangCount++;
}
}
else
{
lastLZ = lz;
if (tempXiaJiangCount != 0)
{
tempXiaJiangCount = 0;
}
}
}
else//进入屈服判断过程
{
if (tmpShangShengCount > module.SpecialSetting.QFPoints)//连续上升N次，表示屈服过程结束
{
QFModule m = new QFModule();
m.QFCount = qfCount - tmpShangShengCount;
m.UpQF = upQF;
m.DownQF = downQF;
resultList.Add(m);
upQF = 0.0f;
downQF = 0.0f;
startQF = false;
}
if (lz >= lastLZ)//曲线上升或水平
{
tmpShangShengCount++;
tempXiaJiangCount = 0;
}
else//曲线下降，更新下屈服，并将连续上升计数器清零
{
downQF = lz < downQF ? lz : downQF;
if (tempXiaJiangCount >= module.SpecialSetting.PrecisionGrade)
{
tmpShangShengCount = 0;
tempXiaJiangCount = 0;
}
tempXiaJiangCount++;
}
qfCount++;
lastLZ = lz;
}
}
return(GetRealQFModule(resultList));
}
