public void CheckSteelBasePart()
{
SteelColumnBase steelColumnBase = new SteelColumnBase();
steelColumnBase.Width = 1;
steelColumnBase.Length = 1;
steelColumnBase.Thickness = 0.05;
BarLoadSet columnLoadSet = new BarLoadSet(steelColumnBase);
columnLoadSet.Force_Nz = -100000;
columnLoadSet.PartialSafetyFactor = 1;
SteelBasePart steelBasePart = new SteelBasePart(steelColumnBase);
steelBasePart.FixLeft = true;
steelBasePart.FixRight = true;
steelBasePart.FixTop = false;
steelBasePart.FixBottom = false;
steelBasePart.Width = 1;
steelBasePart.Length = 1;
SteelColumnBaseProcessor columBaseProcessor = new SteelColumnBaseProcessor();
ColumnBaseResult columnResult = columBaseProcessor.GetResult(steelColumnBase);
ColumnBasePartResult baseResult = SteelColumnBasePartProcessor.GetResult(steelBasePart);
Assert.AreEqual(300, baseResult.MaxStress / 1000000, 10);
}
private ListViewItem NewItemFromColumnBasePart(SteelBasePart obj)
{
ListViewItem NewItem = new ListViewItem();
EditItemFromColumnBasePart(NewItem, obj);
lvDetails.Items.Add(NewItem);
return(NewItem);
}
private void EditItemFromColumnBasePart(ListViewItem Item, SteelBasePart basePart)
{
Item.SubItems.Clear();
Item.Text = basePart.Name;
Item.SubItems.Add(Convert.ToString(basePart.Width * 1000) + "x" + Convert.ToString(basePart.Length * 1000));
ColumnBasePartResult result = SteelColumnBasePartProcessor.GetResult(basePart);
double maxStress = result.MaxStress;
maxStress = Math.Round(maxStress / 1000) / 1000;
Item.SubItems.Add(Convert.ToString(maxStress));
}
public WndSteelBasePart(SteelBasePart steelBasePart)
{
InitializeComponent();
_steelBasePart = steelBasePart;
#region Перенос значений из класса в контролы
tbxName.Text = _steelBasePart.Name;
cbFixLeft.IsChecked = _steelBasePart.FixLeft;
cbFixRight.IsChecked = _steelBasePart.FixRight;
cbFixTop.IsChecked = _steelBasePart.FixTop;
cbFixBottom.IsChecked = _steelBasePart.FixBottom;
tbxWidth.Text = Convert.ToString(_steelBasePart.Width * 1000);
tbxLength.Text = Convert.ToString(_steelBasePart.Length * 1000);
tbxCenterX.Text = Convert.ToString(_steelBasePart.Center[0] * 1000);
tbxCenterY.Text = Convert.ToString(_steelBasePart.Center[1] * 1000);
cbAddSymmetricX.IsChecked = _steelBasePart.AddSymmetricX;
cbAddSymmetricY.IsChecked = _steelBasePart.AddSymmetricY;
_tmpSteelBasePart = (SteelBasePart)_steelBasePart.Clone();
#endregion
DrawScetch(_tmpSteelBasePart);
}
private void tsbNew_Click(object sender, EventArgs e)
{
ProgrammSettings.IsDataChanged = true;
switch (_formType) //
{
case "Buildings":
{
break;
}
case "Levels":
{
Level level = new Level((Building)_parentObject);
NewItemFromLevel(level);
break;
}
//Add new Opening
case "OpeningPlacings":
{
OpeningPlacing openingPlacing = new OpeningPlacing((Wall)_parentObject);
NewItemFromOpeningPlacing(openingPlacing);
break;
}
//Add new OpeningType
case "OpeningTypes":
{
OpeningType openingType = new OpeningType((Building)_parentObject);
NewItemFromOpeningType(openingType);
break;
}
case ObjColumnBaseParts:
{
SteelBasePart basePart = new SteelBasePart((SteelColumnBase)_parentObject);
NewItemFromColumnBasePart(basePart);
break;
}
case ObjBarForses:
{
BarLoadSet columnLoadSet = new BarLoadSet((SteelColumnBase)_parentObject);
NewItemFromColumnLoadSet(columnLoadSet);
break;
}
case ObjSteelColumnBases:
{
SteelColumnBase steelColumnBase = new SteelColumnBase((Level)_parentObject);
NewItemFromSteelColumnBase(steelColumnBase);
#region Вложенные объекты по умолчанию
//Нагрузка
BarLoadSet columnLoadSet = new BarLoadSet(steelColumnBase);
columnLoadSet.LoadSet.Name = "Постоянная";
//Участок №1
SteelBasePart basePart1 = new SteelBasePart(steelColumnBase);
basePart1.Name = "1";
basePart1.Width = 0.290;
basePart1.Length = 0.200;
basePart1.Center[0] = 0.155;
basePart1.Center[1] = 0.350;
basePart1.FixLeft = true;
basePart1.FixRight = false;
basePart1.FixTop = false;
basePart1.FixBottom = true;
basePart1.AddSymmetricX = true;
basePart1.AddSymmetricY = true;
//Участок №2
SteelBasePart basePart2 = new SteelBasePart(steelColumnBase);
basePart2.Name = "2";
basePart2.Width = 0.290;
basePart2.Length = 0.480;
basePart2.Center[0] = 0.155;
basePart2.Center[1] = 0;
basePart2.FixLeft = true;
basePart2.FixRight = false;
basePart2.FixTop = true;
basePart2.FixBottom = true;
basePart2.AddSymmetricX = false;
basePart2.AddSymmetricY = true;
#endregion
break;
}
case "Walls":
{
Wall wall = new Wall((Level)_parentObject);
NewItemFromWall(wall);
break;
}
case "WallTypes":
{
WallType wallType = new WallType((Building)_parentObject);
NewItemFromWallType(wallType);
break;
}
}
}
//метод отрисовки участков базы
private void DrawBasePart(SteelBasePart basePart, double[] columnBaseCenter, double scale_factor, int koeffX, int koeffY, double opacity, bool showName)
{
double[] basePartCenter = new double[2] {
cvScetch.Width / 2 + basePart.Center[0] * scale_factor * koeffX, cvScetch.Height / 2 - basePart.Center[1] * scale_factor * koeffY
};
Rectangle basePartRect = new Rectangle();
basePartRect.Width = basePart.Width * scale_factor;
basePartRect.Height = basePart.Length * scale_factor;
basePartRect.Fill = Brushes.LightBlue;
basePartRect.Opacity = opacity;
cvScetch.Children.Add(basePartRect);
Canvas.SetLeft(basePartRect, basePartCenter[0] - basePartRect.Width / 2);
Canvas.SetTop(basePartRect, basePartCenter[1] - basePartRect.Height / 2);
Ellipse centerEllipse = new Ellipse();
centerEllipse.Width = 5;
centerEllipse.Height = 5;
centerEllipse.Fill = Brushes.Red;
centerEllipse.Opacity = opacity;
cvScetch.Children.Add(centerEllipse);
Canvas.SetLeft(centerEllipse, basePartCenter[0] - centerEllipse.Width / 2);
Canvas.SetTop(centerEllipse, basePartCenter[1] - centerEllipse.Height / 2);
#region Если требуются закрепления по сторонам, рисуем соответствующие линии
if (basePart.FixLeft)
{
Line borderLeft = new Line();
borderLeft.X1 = basePartCenter[0] - basePartRect.Width / 2 * koeffX;
borderLeft.Y1 = basePartCenter[1] + basePartRect.Height / 2 * koeffY;
borderLeft.X2 = basePartCenter[0] - basePartRect.Width / 2 * koeffX;
borderLeft.Y2 = basePartCenter[1] - basePartRect.Height / 2 * koeffY;
borderLeft.Stroke = Brushes.Blue;
borderLeft.StrokeThickness = 2;
borderLeft.StrokeDashArray = new DoubleCollection {
5, 2
};
cvScetch.Children.Add(borderLeft);
}
if (basePart.FixRight)
{
Line borderLeft = new Line();
borderLeft.X1 = basePartCenter[0] + basePartRect.Width / 2 * koeffX;
borderLeft.Y1 = basePartCenter[1] + basePartRect.Height / 2 * koeffY;
borderLeft.X2 = basePartCenter[0] + basePartRect.Width / 2 * koeffX;
borderLeft.Y2 = basePartCenter[1] - basePartRect.Height / 2 * koeffY;
borderLeft.Stroke = Brushes.Blue;
borderLeft.StrokeThickness = 2;
borderLeft.StrokeDashArray = new DoubleCollection {
5, 2
};
cvScetch.Children.Add(borderLeft);
}
if (basePart.FixTop)
{
Line borderLeft = new Line();
borderLeft.X1 = basePartCenter[0] - basePartRect.Width / 2 * koeffX;
borderLeft.Y1 = basePartCenter[1] - basePartRect.Height / 2 * koeffY;
borderLeft.X2 = basePartCenter[0] + basePartRect.Width / 2 * koeffX;
borderLeft.Y2 = basePartCenter[1] - basePartRect.Height / 2 * koeffY;
borderLeft.Stroke = Brushes.Blue;
borderLeft.StrokeThickness = 2;
borderLeft.StrokeDashArray = new DoubleCollection {
5, 2
};
cvScetch.Children.Add(borderLeft);
}
if (basePart.FixBottom)
{
Line borderLeft = new Line();
borderLeft.X1 = basePartCenter[0] - basePartRect.Width / 2 * koeffX;
borderLeft.Y1 = basePartCenter[1] + basePartRect.Height / 2 * koeffY;
borderLeft.X2 = basePartCenter[0] + basePartRect.Width / 2 * koeffX;
borderLeft.Y2 = basePartCenter[1] + basePartRect.Height / 2 * koeffY;
borderLeft.Stroke = Brushes.Blue;
borderLeft.StrokeThickness = 2;
borderLeft.StrokeDashArray = new DoubleCollection {
5, 2
};
cvScetch.Children.Add(borderLeft);
}
#endregion
//Если требуется указать имя участка, рисуем его
if (showName)
{
TextBlock basePartNameText = new TextBlock();
basePartNameText.Text = basePart.Name;
basePartNameText.Foreground = Brushes.Black;
cvScetch.Children.Add(basePartNameText);
Canvas.SetLeft(basePartNameText, basePartCenter[0] - basePartNameText.FontSize);
Canvas.SetTop(basePartNameText, basePartCenter[1] - basePartNameText.FontSize);
}
}
private void DrawScetch(SteelBasePart steelBasePart)
{
double zoom_factor_X = cvScetch.Width / steelBasePart.ColumnBase.Width / 1.2;
double zoom_factor_Y = cvScetch.Height / steelBasePart.ColumnBase.Length / 1.2;
double scale_factor;
double[] columnBaseCenter = new double[2] {
cvScetch.Width / 2, cvScetch.Height / 2
};
if (zoom_factor_X < zoom_factor_Y)
{
scale_factor = zoom_factor_X;
}
else
{
scale_factor = zoom_factor_Y;
}
#region исуем прямоугольник для базы
Rectangle columnBaseRect = new Rectangle();
columnBaseRect.Width = steelBasePart.ColumnBase.Width * scale_factor;
columnBaseRect.Height = steelBasePart.ColumnBase.Length * scale_factor;
columnBaseRect.Fill = Brushes.Gray;
columnBaseRect.Opacity = 0.3;
columnBaseRect.Stroke = Brushes.Black;
columnBaseRect.StrokeThickness = 3;
cvScetch.Children.Add(columnBaseRect);
Canvas.SetLeft(columnBaseRect, columnBaseCenter[0] - columnBaseRect.Width / 2);
Canvas.SetTop(columnBaseRect, columnBaseCenter[1] - columnBaseRect.Height / 2);
#endregion
#region исуем оси координат
//Рисуем ось X
Line axisX = new Line();
axisX.X1 = columnBaseCenter[0] - columnBaseRect.Width / 2 * 1.2;
axisX.Y1 = columnBaseCenter[1];
axisX.X2 = columnBaseCenter[0] + columnBaseRect.Width / 2 * 1.2;
axisX.Y2 = columnBaseCenter[1];
axisX.Stroke = Brushes.Red;
axisX.StrokeThickness = 1;
axisX.StrokeDashArray = new DoubleCollection {
10, 4
};
cvScetch.Children.Add(axisX);
//Рисуем ось Y
Line axisY = new Line();
axisY.X1 = columnBaseCenter[0];
axisY.Y1 = columnBaseCenter[1] - columnBaseRect.Height / 2 * 1.2;
axisY.X2 = columnBaseCenter[0];
axisY.Y2 = columnBaseCenter[1] + columnBaseRect.Height / 2 * 1.2;
axisY.Stroke = Brushes.Red;
axisY.StrokeThickness = 1;
axisY.StrokeDashArray = new DoubleCollection {
10, 4
};
cvScetch.Children.Add(axisY);
#endregion
//Рисуем участки
foreach (SteelBasePart basePart in steelBasePart.ColumnBase.SteelBaseParts)
{
SteelBasePart locBasePart = basePart;
if (basePart.Equals(_steelBasePart))
{
locBasePart = _tmpSteelBasePart;
}
DrawBasePart(locBasePart, columnBaseCenter, scale_factor, 1, 1, 0.8, true);
//Если требуется отражение
if (locBasePart.AddSymmetricX)
{
DrawBasePart(locBasePart, columnBaseCenter, scale_factor, 1, -1, 0.6, false);
}
if (locBasePart.AddSymmetricY)
{
DrawBasePart(locBasePart, columnBaseCenter, scale_factor, -1, 1, 0.6, false);
}
if (locBasePart.AddSymmetricX && basePart.AddSymmetricY)
{
DrawBasePart(locBasePart, columnBaseCenter, scale_factor, -1, -1, 0.6, false);
}
}
}
public static ColumnBasePartResult GetResult(SteelBasePart basePart)
{
/*Алгоритм расчета основан на подходе из учебника Белени по
* таблицам Галеркина
* Момент определяется в зависимости от количества сторон, по которым имеется опора
* Если опора имеется только по одной стороне, то считается что участок консольный
* Иначе считаетася, что участок оперт шарнирно
* Для участка, опертого по трем сторонам в учебнике есть некоторая нелогичность
* При соотношении сторон менее 0,5 происходит резкий скачок в определении момента
* Так как данный скачок в запас несущей способности, то решили оставить так
*/
#region Исходные списки для интерполяции коэффициентов
//Для участков, опертых по 2-м и 3-м сторонам
List <double> xValues23 = new List <double>()
{
0.5, 0.6, 0.7, 0.8, 0.9, 1.0, 1.2, 1.4, 2
};
List <double> yValues23 = new List <double>()
{
0.06, 0.074, 0.088, 0.097, 0.107, 0.112, 0.120, 0.126, 0.132
};
//Для участков, опертых по 4-м сторонам
List <double> xValues4 = new List <double>()
{
1, 1.1, 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, 1.8, 1.9, 2
};
List <double> yValues4 = new List <double>()
{
0.048, 0.055, 0.063, 0.069, 0.075, 0.081, 0.086, 0.091, 0.094, 0.098, 0.1
};
#endregion
#region Описание переменных
SteelColumnBaseProcessor columBaseProcessor = new SteelColumnBaseProcessor();
ColumnBaseResult baseResult = columBaseProcessor.GetResult(basePart.ColumnBase);
RectCrossSection baseRect = new RectCrossSection(basePart.ColumnBase.Width, basePart.ColumnBase.Length);
MassProperty massProperty = RectProcessor.GetRectMassProperty(baseRect);
double maxStress = double.NegativeInfinity;
double maxStressTmp;
foreach (BarLoadSet LoadCase in baseResult.LoadCases)
{
List <double> dxList = new List <double>();
List <double> dyList = new List <double>();
dxList.Add(basePart.Center[0] + basePart.Width / 2);
dxList.Add(basePart.Center[0] - basePart.Width / 2);
dyList.Add(basePart.Center[1] + basePart.Length / 2);
dyList.Add(basePart.Center[1] - basePart.Length / 2);
foreach (double dx in dxList)
{
foreach (double dy in dyList)
{
double stress = BarLoadSetProcessor.StressInBarSection(LoadCase, massProperty, dx, dy);
if (stress < 0)
{
maxStressTmp = stress * (-1D);
}
else
{
maxStressTmp = 0;
}
if (maxStressTmp > maxStress)
{
maxStress = maxStressTmp;
}
}
}
}
ColumnBasePartResult result = new ColumnBasePartResult();
double width = basePart.Width;
double length = basePart.Length;
double thickness = basePart.ColumnBase.Thickness;
double Wx = thickness * thickness / 6;
double maxMoment = 0;
int countFixSides = 0;
#endregion
#region Определение количества сторон, по которым имеются опоры
if (basePart.FixLeft)
{
countFixSides++;
}
if (basePart.FixRight)
{
countFixSides++;
}
if (basePart.FixTop)
{
countFixSides++;
}
if (basePart.FixBottom)
{
countFixSides++;
}
#endregion
//Если ни одна из опор не задана, то это ошибка
if (countFixSides == 0)
{
MessageBox.Show("Неверное закрепление сторон", "Ошибка");
return(result);
}
//База целиком отрывается
if (maxStress < 0)
{
result.MaxMoment = 0;
result.MaxStress = 0;
return(result);
}
//Если опора только по одной стороне, считаем как консоль
if (countFixSides == 1)
{
//Если опора слева или справа
if (basePart.FixLeft || basePart.FixRight)
{
maxMoment = maxStress * width * width / 2;
}
//Если опора сверху или снизу
if (basePart.FixTop || basePart.FixBottom)
{
maxMoment = maxStress * length * length / 2;
}
}
//Если опора с двух сторон
if (countFixSides == 2)
{
//Если опора слева и справа
if (basePart.FixLeft && basePart.FixRight)
{
maxMoment = maxStress * width * width / 8;
}
else
{
//Если опора снизу и сверху
if (basePart.FixTop && basePart.FixBottom)
{
maxMoment = maxStress * length * length / 8;
}
//Иначе плита оперта по двум смежным сторонам, неважно каким
else
{
double koeff_a1 = Math.Sqrt(width * width + length * length);
double koeff_b1 = width * length * 0.25 / koeff_a1;
double ratio = koeff_b1 / koeff_a1;
double koeff_betta;
if (ratio > 2)
{
koeff_betta = 0.133;
}
else
{
if (ratio < 0.5)
{
koeff_betta = 0.06;
}
else
{
koeff_betta = MathOperation.InterpolateList(xValues23, yValues23, ratio);
}
}
maxMoment = maxStress * koeff_a1 * koeff_a1 * koeff_betta;
}
}
}
//Если опора с трех сторон
if (countFixSides == 3)
{
double koeff_a1;
double koeff_b1;
#region //Если закрепления слева и справа
if (basePart.FixLeft && basePart.FixRight)
{
koeff_a1 = width;
koeff_b1 = length;
}
//иначе закрепления сверху и снизу
else
{
koeff_a1 = length;
koeff_b1 = width;
}
#endregion
double ratio = koeff_b1 / koeff_a1;
double koeff_betta;
if (ratio < 0.5)
{
koeff_betta = 0.5;
maxMoment = maxStress * koeff_b1 * koeff_b1 * koeff_betta;
//Console.WriteLine("Три стороны - консоль");
//Console.WriteLine("maxMoment = " + Convert.ToString(maxMoment));
//Console.ReadLine();
}
else
{
koeff_betta = MathOperation.InterpolateList(xValues23, yValues23, ratio);
maxMoment = maxStress * koeff_a1 * koeff_a1 * koeff_betta;
//Console.WriteLine("ratio = " + Convert.ToString(ratio));
//Console.WriteLine("Три стороны - П-образная");
//Console.WriteLine("koeff_a1 = " + Convert.ToString(koeff_a1));
//Console.WriteLine("koeff_betta = " + Convert.ToString(koeff_betta));
//Console.WriteLine("maxMoment = " + Convert.ToString(maxMoment));
//Console.ReadLine();
}
}
//Если опора с 4-х сторон
if (countFixSides == 4)
{
double koeff_b;
double koeff_a;
if (width > length)
{
koeff_b = width;
koeff_a = length;
}
else
{
koeff_b = length;
koeff_a = width;
}
double ratio = koeff_b / koeff_a;
double koeff_betta;
if (ratio > 2)
{
koeff_betta = 0.125; Console.WriteLine("Четыре стороны - по двум сторонам");
}
else
{
koeff_betta = MathOperation.InterpolateList(xValues4, yValues4, ratio);
//Console.WriteLine("Четыре стороны - по контуру");
}
maxMoment = maxStress * koeff_a * koeff_a * koeff_betta;
//Console.WriteLine("maxMoment = " + Convert.ToString(maxMoment));
//Console.ReadLine();
}
result.MaxMoment = maxMoment;
result.MaxStress = maxMoment / Wx;
//Console.WriteLine("Time = " + DateTime.Now);
//Console.WriteLine("maxMoment = " + Convert.ToString(maxMoment));
//Console.WriteLine("MaxStress = " + Convert.ToString(result.MaxStress));
//Console.ReadLine();
return(result);
}
