public CompressionZoneResult Integrate(IIntegrable section, Func <double, double> distributionFunction)
{
double resultantMoment = 0;
double resultantNormalForce = 0;
Slicing slicing = new Slicing();
double currentY = section.MinY;
double deltaY = (section.MaxY - section.MinY) / this.numberOfSlices;
while (currentY <= section.MaxY)
{
SectionSlice slice = slicing.GetSlice(section.Coordinates, currentY + deltaY, currentY);
currentY = currentY + deltaY;
double value = distributionFunction(slice.CentreOfGravityY);
double normalForce = value * slice.Area;
double leverArm = Math.Abs(section.IntegrationPointY - slice.CentreOfGravityY);
double moment = leverArm * value * slice.Area;
resultantMoment = resultantMoment + moment;
resultantNormalForce = resultantNormalForce + normalForce;
}
var result = new CompressionZoneResult();
result.NormalForce = resultantNormalForce;
result.Moment = resultantMoment;
return(result);
}
public CompressionZoneResult Calculate(double x, Section section)
{
yNeutralAxis = section.MaxY - x;
double ec2Y = this.strainCalculations.Ec2Y(x);
y2Promiles = yNeutralAxis + ec2Y;
compressionZone = CompressionZoneCoordinates.CoordinatesOfCompressionZone(section.Coordinates, yNeutralAxis);
parabolicZone = CompressionZoneCoordinates.CoordinatesOfParabolicSection(compressionZone, y2Promiles);
linearZone = CompressionZoneCoordinates.CoordinatesOfLinearSection(compressionZone, y2Promiles);
var result = new CompressionZoneResult();
result.NormalForce = this.calculateResultantForce();
result.Moment = this.calculateResultantMoment(x, section);
return(result);
}
