public static void test1()
{
var load = new PartialNonUniformLoad(); //creating new instance of load
load.SeverityFunction = Mathh.Polynomial.FromPoints(-1, 5, 1, 7);
load.StartLocation = new IsoPoint(-0.5); //set locations of trapezoidal load
load.EndLocation = new IsoPoint(0.5); //set locations of trapezoidal load
load.Direction = Vector.K; //set direction
load.CoordinationSystem =
CoordinationSystem.Global; //set coordination system
var model = new Model();
model.Nodes.Add(new Node(0, 0, 0)
{
Label = "n0"
});
model.Nodes.Add(new Node(4, 0, 0)
{
Label = "n1"
});
model.Elements.Add(new BarElement(model.Nodes["n0"], model.Nodes["n1"])
{
Label = "e0"
});
model.Nodes["n0"].Constraints =
model.Nodes["n1"].Constraints =
Constraints.Fixed;
var sec = new Sections.UniformGeometric1DSection(SectionGenerator.GetISetion(0.24, 0.67, 0.01, 0.006));
var mat = Materials.UniformIsotropicMaterial.CreateFromYoungPoisson(210e9, 0.3);
(model.Elements["e0"] as BarElement).Material = mat;
(model.Elements["e0"] as BarElement).Section = sec;
var u1 = load;
model.Elements["e0"].Loads.Add(u1);
model.Solve_MPC();
var n1Force = model.Nodes["n1"].GetSupportReaction();
Console.WriteLine("support reaction of n1: {0}", n1Force);
var elm = model.Elements[0] as BarElement;
var frc = elm.GetGlobalEquivalentNodalLoads(u1);
}
public static void Run()
{
var model = new Model();
model.Nodes.Add(new Node(0, 0, 0)
{
Label = "n0"
});
model.Nodes.Add(new Node(4, 0, 0)
{
Label = "n1"
});
model.Elements.Add(new BarElement(model.Nodes["n0"], model.Nodes["n1"])
{
Label = "e0"
});
model.Nodes["n0"].Constraints =
model.Nodes["n1"].Constraints =
Constraints.Fixed;
var sec = new Sections.UniformGeometric1DSection(SectionGenerator.GetISetion(0.24, 0.67, 0.01, 0.006));
var mat = Materials.UniformIsotropicMaterial.CreateFromYoungPoisson(210e9, 0.3);
(model.Elements["e0"] as BarElement).Material = mat;
(model.Elements["e0"] as BarElement).Section = sec;
var u1 = new Loads.UniformLoad(LoadCase.DefaultLoadCase, -Vector.K, 1, CoordinationSystem.Global);
model.Elements["e0"].Loads.Add(u1);
model.Solve_MPC();
var n1Force = model.Nodes["n1"].GetSupportReaction();
Console.WriteLine("support reaction of n1: {0}", n1Force);
var elm = model.Elements[0] as BarElement;
var frc = elm.GetExactInternalForceAt(1 - 1e-9);
}
public void Run()
{
var model = new Model();
model.Nodes.Add(new Node(-10, 0, 0)
{
Label = "n0"
});
model.Nodes.Add(new Node(-10, 0, 6)
{
Label = "n1"
});
model.Nodes.Add(new Node(0, 0, 8)
{
Label = "n2"
});
model.Nodes.Add(new Node(10, 0, 6)
{
Label = "n3"
});
model.Nodes.Add(new Node(10, 0, 0)
{
Label = "n4"
});
model.Elements.Add(new BarElement(model.Nodes["n0"], model.Nodes["n1"])
{
Label = "e0"
});
model.Elements.Add(new BarElement(model.Nodes["n1"], model.Nodes["n2"])
{
Label = "e1"
});
model.Elements.Add(new BarElement(model.Nodes["n2"], model.Nodes["n3"])
{
Label = "e2"
});
model.Elements.Add(new BarElement(model.Nodes["n3"], model.Nodes["n4"])
{
Label = "e3"
});
model.Nodes["n0"].Constraints =
model.Nodes["n4"].Constraints =
Constraints.Fixed;
var secAA = new Sections.UniformGeometric1DSection(SectionGenerator.GetISetion(0.24, 0.67, 0.01, 0.006));
var secBB = new Sections.UniformGeometric1DSection(SectionGenerator.GetISetion(0.24, 0.52, 0.01, 0.006));
var mat = Materials.UniformIsotropicMaterial.CreateFromYoungPoisson(210e9, 0.3);
(model.Elements["e0"] as BarElement).Material = mat;
(model.Elements["e1"] as BarElement).Material = mat;
(model.Elements["e2"] as BarElement).Material = mat;
(model.Elements["e3"] as BarElement).Material = mat;
(model.Elements["e0"] as BarElement).Section = secAA;
(model.Elements["e1"] as BarElement).Section = secBB;
(model.Elements["e2"] as BarElement).Section = secBB;
(model.Elements["e3"] as BarElement).Section = secAA;
var u1 = new Loads.UniformLoad(LoadCase.DefaultLoadCase, new Vector(0, 0, 1), -6000, CoordinationSystem.Global);
var u2 = new Loads.UniformLoad(LoadCase.DefaultLoadCase, new Vector(0, 0, 1), -5000, CoordinationSystem.Local);
model.Elements["e1"].Loads.Add(u1);
model.Elements["e2"].Loads.Add(u2);
model.Solve_MPC();
var n3Force = model.Nodes["N3"].GetSupportReaction();
Console.WriteLine("support reaction of n3: {0}", n3Force);
{
var x = 1.0;
var iso = (model.Elements["e3"] as BarElement).LocalCoordsToIsoCoords(x);
var e4Force = (model.Elements["e3"] as BarElement).GetInternalForceAt(iso[0]);
Console.WriteLine("internal force at x={0} is {1}", x, e4Force);
}
}
public void Run()
{
var model = new Model();
//adding nodes
model.Nodes.Add(new Node(-10, 0, 0)
{
Label = "n0"
});
model.Nodes.Add(new Node(-10, 0, 6)
{
Label = "n1"
});
model.Nodes.Add(new Node(0, 0, 8)
{
Label = "n2"
});
model.Nodes.Add(new Node(10, 0, 6)
{
Label = "n3"
});
model.Nodes.Add(new Node(10, 0, 0)
{
Label = "n4"
});
//adding elements
model.Elements.Add(new BarElement(model.Nodes["n0"], model.Nodes["n1"])
{
Label = "e0"
});
model.Elements.Add(new BarElement(model.Nodes["n1"], model.Nodes["n2"])
{
Label = "e1"
});
model.Elements.Add(new BarElement(model.Nodes["n2"], model.Nodes["n3"])
{
Label = "e2"
});
model.Elements.Add(new BarElement(model.Nodes["n3"], model.Nodes["n4"])
{
Label = "e3"
});
//assign constraint to nodes
model.Nodes["n0"].Constraints =
model.Nodes["n4"].Constraints =
Constraints.Fixed;
//define sections and material
var secAA = new Sections.UniformGeometric1DSection(SectionGenerator.GetISetion(0.24, 0.67, 0.01, 0.006));
var secBB = new Sections.UniformGeometric1DSection(SectionGenerator.GetISetion(0.24, 0.52, 0.01, 0.006));
var mat = Materials.UniformIsotropicMaterial.CreateFromYoungPoisson(210e9, 0.3);
//assign materials
(model.Elements["e0"] as BarElement).Material = mat;
(model.Elements["e1"] as BarElement).Material = mat;
(model.Elements["e2"] as BarElement).Material = mat;
(model.Elements["e3"] as BarElement).Material = mat;
//assign sections
(model.Elements["e0"] as BarElement).Section = secAA;
(model.Elements["e1"] as BarElement).Section = secBB;
(model.Elements["e2"] as BarElement).Section = secBB;
(model.Elements["e3"] as BarElement).Section = secAA;
//creating loads
var u1 = new Loads.UniformLoad(LoadCase.DefaultLoadCase, new Vector(0, 0, 1), -6000, CoordinationSystem.Global);
var u2 = new Loads.UniformLoad(LoadCase.DefaultLoadCase, new Vector(0, 0, 1), -5000, CoordinationSystem.Local);
//assign loads
model.Elements["e1"].Loads.Add(u1);
model.Elements["e2"].Loads.Add(u2);
//solve model
model.Solve_MPC();
//retrieve solve result
var n0reaction = model.Nodes["N0"].GetSupportReaction();
var n4reaction = model.Nodes["N4"].GetSupportReaction();
Console.WriteLine("Support reaction of n0: {0}", n0reaction);
Console.WriteLine("Support reaction of n4: {0}", n4reaction);
var d1 = model.Nodes["N1"].GetNodalDisplacement();
Console.WriteLine("Displacement of n1: {0}", d1);
Controls.BarInternalForceVisualizer.VisualizeInNewWindow((model.Elements["e1"] as BarElement));
//Controls.ModelInternalForceVisualizer.VisualizeInNewWindow(model);
}
public static void Run1()
{
///https://user-images.githubusercontent.com/10573467/111787314-781d7d00-88c7-11eb-869d-d8d7d40db005.png
var model = new Model();
//adding nodes
model.Nodes.Add(new Node(0, 0, 0)
{
Label = "n0"
});
model.Nodes.Add(new Node(5, 0, 5)
{
Label = "n1"
});
//adding elements
BarElement elm;
model.Elements.Add(elm = new BarElement(model.Nodes["n0"], model.Nodes["n1"])
{
Label = "e0"
});
//assign constraint to nodes
model.Nodes["n0"].Constraints = Constraints.MovementFixed;
model.Nodes["n1"].Constraints = Constraints.MovementFixed;
//define sections and material
var secAA = new Sections.UniformGeometric1DSection(SectionGenerator.GetISetion(0.24, 0.67, 0.01, 0.006));
var mat = Materials.UniformIsotropicMaterial.CreateFromYoungPoisson(210e9, 0.3);
//assign materials
(model.Elements["e0"] as BarElement).Material = mat;
//assign sections
(model.Elements["e0"] as BarElement).Section = secAA;
//creating loads
var u1 = new Loads.PartialNonUniformLoad()
{
Direction = Vector.K, CoordinationSystem = CoordinationSystem.Local
};
u1.SeverityFunction = Mathh.SingleVariablePolynomial.FromPoints(-1, -6, 1, -4);
u1.StartLocation = new IsoPoint(-1); //set locations of trapezoidal load
u1.EndLocation = new IsoPoint(1); //set locations of trapezoidal load
//assign loads
model.Elements["e0"].Loads.Add(u1);
var cse = new LoadCase("T1", LoadType.Other);
Util.AreaLoad2ConcentratedLoads(elm, u1, cse);
//solve model
model.Solve_MPC(LoadCase.DefaultLoadCase, cse);
//retrieve solve result
var n0reaction = model.Nodes["n0"].GetSupportReaction();
var n0reaction2 = model.Nodes["n0"].GetSupportReaction(cse);
var n1reaction = model.Nodes["n1"].GetSupportReaction();
var n1reaction2 = model.Nodes["n1"].GetSupportReaction(cse);
Console.WriteLine("Support reaction of n0: {0}", n0reaction);
Console.WriteLine("Support reaction of n1: {0}", n1reaction);
var x = 1.0; //need to find internal force at x = 1.0 m
var iso = (model.Elements["e0"] as BarElement).LocalCoordsToIsoCoords(x); //find the location of 1m in iso coordination system
var e4Force = (model.Elements["e0"] as BarElement).GetInternalForceAt(iso[0]); //find internal force
Console.WriteLine("internal force at x={0} is {1}", x, e4Force);
var r1 = new Force(fx: -13.33333333, fy: 0, fz: 13.333333333, mx: 0, my: 0, mz: 0);
var r2 = new Force(fx: -11.666666666, fy: 0, fz: 11.66666666, mx: 0, my: 0, mz: 0);
var d1 = n0reaction - r1;
var d2 = n1reaction - r2;
var epsilon = 1e-3;
Debug.Assert(d1.Forces.Length < epsilon && d1.Moments.Length < epsilon);
Debug.Assert(d2.Forces.Length < epsilon && d2.Moments.Length < epsilon);
}
public static void Run()
{
var delta = 2;
var n1 = new Node(0 * delta, 0, 0)
{
Constraints = Constraints.Fixed
};
var n2 = new Node(1 * delta, 0, 0);
var n3 = new Node(2 * delta, 0, 0); // { Constraints = Constraints.FixedDZ };
var n4 = new Node(3 * delta, 0, 0); // { Constraints = Constraints.FixedDZ };
var n5 = new Node(4 * delta, 0, 0)
{
Constraints = Constraints.Fixed
};
var e1 = new BarElement(n1, n2);
var e2 = new BarElement(n2, n3);
var e3 = new BarElement(n3, n4);// { StartReleaseCondition = Constraint.MovementFixed };
var e4 = new BarElement(n4, n5);
var sec = new Sections.UniformGeometric1DSection(SectionGenerator.GetRectangularSection(0.05, 0.05));
var mat = Materials.UniformIsotropicMaterial.CreateFromYoungPoisson(210e9, 0.3);
e1.Section = e2.Section = e3.Section = e4.Section = sec;
e1.Material = e2.Material = e3.Material = e4.Material = mat;
var model = new Model();
var load = new Loads.UniformLoad(LoadCase.DefaultLoadCase, Vector.J + Vector.K, -100, CoordinationSystem.Global);
e1.Loads.Add(load);
e2.Loads.Add(load);
e3.Loads.Add(load);
e4.Loads.Add(load);
var elms = new[] { e1, e2, e3, e4 };
//n1.Loads.Add(new NodalLoad(new Force(0, 0, 100, 0, 0, 0)));
//n2.Loads.Add(new NodalLoad(new Force(0, 0, 100, 0, 0, 0)));
//n3.Loads.Add(new NodalLoad(new Force(0, 0, 100, 0, 0, 0)));
//n4.Loads.Add(new NodalLoad(new Force(0, 0, 100, 0, 0, 0)));
//n5.Loads.Add(new NodalLoad(new Force(0, 0, 100, 0, 0, 0)));
model.Elements.Add(e1, e2, e3, e4);
model.Nodes.Add(n1, n2, n3, n4, n5);
model.Solve_MPC();
var rnd = new Random();
var fnc = new Func <double, double>(x =>
{
try
{
var i = x / (delta);
var ii = (int)i;
var elm = elms[ii];
var x_i = (i - ii) * delta;
//x_i = delta - x_i;
x_i += rnd.NextDouble() * 1e-3;
if (x_i < 0)
{
x_i = 0;
}
if (x_i > delta)
{
x_i = delta;
}
var xi = elm.LocalCoordsToIsoCoords(x_i)[0];
var f = elm.GetExactInternalForceAt(xi);
return(f.Fz);
}
catch
{
return(0);
}
});
Controls.FunctionVisualizer.VisualizeInNewWindow(fnc, 1E-6, 4 * delta - 1E-6, 537);
}
public static void Run1()
{
var model = new Model();
//adding nodes
model.Nodes.Add(new Node(0, 0, 0)
{
Label = "n0"
});
model.Nodes.Add(new Node(5, 5, 5)
{
Label = "n1"
});
//adding elements
model.Elements.Add(new BarElement(model.Nodes["n0"], model.Nodes["n1"])
{
Label = "e0"
});
//assign constraint to nodes
model.Nodes["n0"].Constraints = Constraints.MovementFixed & Constraints.FixedRX;
model.Nodes["n1"].Constraints = Constraints.MovementFixed;
//define sections and material
var secAA = new Sections.UniformGeometric1DSection(SectionGenerator.GetISetion(0.24, 0.67, 0.01, 0.006));
var mat = Materials.UniformIsotropicMaterial.CreateFromYoungPoisson(210e9, 0.3);
//assign materials
(model.Elements["e0"] as BarElement).Material = mat;
//assign sections
(model.Elements["e0"] as BarElement).Section = secAA;
//creating loads
var u1 = new Loads.PartialNonUniformLoad()
{
Direction = Vector.K, CoordinationSystem = CoordinationSystem.Global
};
u1.SeverityFunction = Mathh.SingleVariablePolynomial.FromPoints(-1, -6, 1, -4);
u1.StartLocation = new IsoPoint(-0.5); //set locations of trapezoidal load
u1.EndLocation = new IsoPoint(0.5); //set locations of trapezoidal load
//assign loads
model.Elements["e0"].Loads.Add(u1);
//solve model
model.Solve_MPC();
//retrieve solve result
var n0reaction = model.Nodes["n0"].GetSupportReaction();
var n1reaction = model.Nodes["n1"].GetSupportReaction();
Console.WriteLine("Support reaction of n0: {0}", n0reaction);
Console.WriteLine("Support reaction of n1: {0}", n1reaction);
var x = 1.0; //need to find internal force at x = 1.0 m
var iso = (model.Elements["e0"] as BarElement).LocalCoordsToIsoCoords(x); //find the location of 1m in iso coordination system
var e4Force = (model.Elements["e0"] as BarElement).GetInternalForceAt(iso[0]); //find internal force
Console.WriteLine("internal force at x={0} is {1}", x, e4Force);
}
