interpolateVonMisesStress

Interpolate von Mises stress at arbitrary spatial locations

Syntax

intrpVMStress = interpolateVonMisesStress(structuralresults,xq,yq)

intrpVMStress = interpolateVonMisesStress(structuralresults,xq,yq,zq)

intrpVMStress = interpolateVonMisesStress(structuralresults,querypoints)

Description

intrpVMStress = interpolateVonMisesStress(structuralresults,xq,yq) returns the interpolated von Mises stress values at the 2-D points specified in xq and yq. For transient and frequency response structural problems, interpolateVonMisesStress interpolates von Mises stress for all time or frequency steps, respectively.

intrpVMStress = interpolateVonMisesStress(structuralresults,xq,yq,zq) uses the 3-D points specified in xq, yq, and zq.

intrpVMStress = interpolateVonMisesStress(structuralresults,querypoints) uses the points specified in querypoints.

Examples

Interpolate von Mises Stress for Plane-Strain Problem

Create an femodel object for static structural analysis and include a unit square geometry into the model.

model = femodel(AnalysisType="structuralStatic", ...
                Geometry=@squareg);

Switch the model type to plane-strain.

model.PlanarType = "planeStrain";

Plot the geometry.

pdegplot(model.Geometry,EdgeLabels="on")
xlim([-1.1 1.1])
ylim([-1.1 1.1])

Specify Young's modulus and Poisson's ratio.

model.MaterialProperties = ...
    materialProperties(PoissonsRatio=0.3, ...
                       YoungsModulus=210E3);

Specify the x-component of the enforced displacement for edge 1.

model.EdgeBC(1) = edgeBC(XDisplacement=0.001);

Specify that edge 3 is a fixed boundary.

model.EdgeBC(3) = edgeBC(Constraint="fixed");

Generate a mesh and solve the problem.

model = generateMesh(model);
R = solve(model);

Create a grid and interpolate the von Mises stress to the grid.

v = linspace(-1,1,151);
[X,Y] = meshgrid(v);
intrpVMStress = interpolateVonMisesStress(R,X,Y);

Reshape the von Mises stress to the shape of the grid and plot it.

VMStress = reshape(intrpVMStress,size(X));
p = pcolor(X,Y,VMStress);
p.EdgeColor="none";
colorbar

Interpolate Von Mises Stress for 3-D Static Structural Analysis Problem

Analyze a bimetallic cable under tension, and interpolate the von Mises stress on a cross-section of the cable.

Create and plot a geometry representing a bimetallic cable.

gm = multicylinder([0.01,0.015],0.05);
pdegplot(gm,FaceLabels="on", ...
            CellLabels="on", ...
            FaceAlpha=0.5)

Create an femodel object for static structural analysis and include the geometry into the model.

model = femodel(AnalysisType="structuralStatic", ...
                Geometry=gm);

Specify Young's modulus and Poisson's ratio for each metal.

model.MaterialProperties(1) = ...
    materialProperties(YoungsModulus=110E9, ...
                       PoissonsRatio=0.28);
model.MaterialProperties(2) = ...
    materialProperties(YoungsModulus=210E9, ...
                       PoissonsRatio=0.3);

Specify that faces 1 and 4 are fixed boundaries.

model.FaceBC([1 4]) = faceBC(Constraint="fixed");

Specify the surface traction for faces 2 and 5.

model.FaceLoad([2 5]) = faceLoad(SurfaceTraction=[0;0;100]);

Generate a mesh and solve the problem.

model = generateMesh(model);
R = solve(model)

R = 
  StaticStructuralResults with properties:

      Displacement: [1x1 FEStruct]
            Strain: [1x1 FEStruct]
            Stress: [1x1 FEStruct]
    VonMisesStress: [23098x1 double]
              Mesh: [1x1 FEMesh]

Define the coordinates of a midspan cross-section of the cable.

[X,Y] = meshgrid(linspace(-0.015,0.015,50));
Z = ones(size(X))*0.025;

Interpolate the von Mises stress and plot the result.

IntrpVMStress = interpolateVonMisesStress(R,X,Y,Z);
surf(X,Y,reshape(IntrpVMStress,size(X)))

Alternatively, you can specify the grid by using a matrix of query points.

querypoints = [X(:),Y(:),Z(:)]';
IntrpVMStress = ...
    interpolateVonMisesStress(R,querypoints);
surf(X,Y,reshape(IntrpVMStress,size(X)))

Interpolate von Mises Stress for 3-D Structural Dynamic Problem

Interpolate the von Mises stress at the geometric center of a beam under a harmonic excitation.

Create and plot a beam geometry.

gm = multicuboid(0.06,0.005,0.01);
pdegplot(gm,FaceLabels="on",FaceAlpha=0.5)
view(50,20)

Create an femodel object for transient structural analysis and include the geometry into the model.

model = femodel(AnalysisType="structuralTransient", ...
                Geometry=gm);

Specify Young's modulus, Poisson's ratio, and the mass density of the material.

model.MaterialProperties = ...
    materialProperties(YoungsModulus=210E9, ...
                       PoissonsRatio=0.3, ...
                       MassDensity=7800);

Fix one end of the beam.

model.FaceBC(5) = faceBC(Constraint="fixed");

Apply a sinusoidal displacement along the y-direction on the end opposite the fixed end of the beam.

yDisplacementFunc = ...
@(location,state) ones(size(location.y))*1E-4*sin(50*state.time);
model.FaceBC(3) = faceBC(YDisplacement=yDisplacementFunc);

Generate a mesh.

model = generateMesh(model,Hmax=0.01);

Specify the zero initial displacement and velocity.

model.CellIC = cellIC(Displacement=[0;0;0],Velocity=[0;0;0]);

Solve the problem.

tlist = 0:0.002:0.2;
R = solve(model,tlist);

Interpolate the von Mises stress at the geometric center of the beam.

coordsMidSpan = [0;0;0.005];
VMStress = interpolateVonMisesStress(R,coordsMidSpan);

Plot the von Mises stress at the geometric center of the beam.

plot(R.SolutionTimes,VMStress)
title("von Mises Stress at Beam Center")

Input Arguments

structuralresults — Solution of structural analysis problem

StaticStructuralResults object | TransientStructuralResults object | FrequencyStructuralResults object

Solution of the structural analysis problem, specified as a StaticStructuralResults, TransientStructuralResults, or FrequencyStructuralResults object. Create structuralresults by using the solve function.

xq — x-coordinate query points

real array

x-coordinate query points, specified as a real array. interpolateVonMisesStress evaluates the von Mises stress at the 2-D coordinate points [xq(i),yq(i)] or at the 3-D coordinate points [xq(i),yq(i),zq(i)]. Therefore, xq, yq, and (if present) zq must have the same number of entries.

interpolateVonMisesStress converts query points to column vectors xq(:), yq(:), and (if present) zq(:). The function returns von Mises stress as a column vector of the same size as the query point column vectors. To ensure that the dimensions of the returned solution are consistent with the dimensions of the original query points, use the reshape function. For example, use intrpVMStress = reshape(intrpVMStress,size(xq)).

Data Types: double

yq — y-coordinate query points

real array

y-coordinate query points, specified as a real array. interpolateVonMisesStress evaluates the von Mises stress at the 2-D coordinate points [xq(i),yq(i)] or at the 3-D coordinate points [xq(i),yq(i),zq(i)]. Therefore, xq, yq, and (if present) zq must have the same number of entries. Internally, interpolateVonMisesStress converts the query points to the column vector yq(:).

Data Types: double

zq — z-coordinate query points

real array

z-coordinate query points, specified as a real array. interpolateVonMisesStress evaluates the von Mises stress at the 3-D coordinate points [xq(i),yq(i),zq(i)]. Therefore, xq, yq, and zq must have the same number of entries. Internally, interpolateVonMisesStress converts the query points to the column vector zq(:).

Data Types: double

querypoints — Query points

real matrix

Query points, specified as a real matrix with either two rows for 2-D geometry or three rows for 3-D geometry. interpolateVonMisesStress evaluates the von Mises stress at the coordinate points querypoints(:,i), so each column of querypoints contains exactly one 2-D or 3-D query point.

Example: For 2-D geometry, querypoints = [0.5,0.5,0.75,0.75; 1,2,0,0.5]

Data Types: double

Output Arguments

intrpVMStress — von Mises stress at query points

column vector

von Mises stress at the query points, returned as a column vector.

For query points that are outside the geometry, intrpVMStress = NaN.

Version History

Introduced in R2017b

R2019b: Support for frequency response structural problems

For frequency response structural problems, interpolateVonMisesStress interpolates von Mises stress for all frequency steps.

R2018a: Support for transient structural problems

For transient structural problems, interpolateVonMisesStress interpolates von Mises stress for all time steps.