Result of FEA does not change, on changing the Material properties with same load
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I have written a code for structural analysis of block with a hole at centre as shown below. The problem arises when i change the material properties (Young's Modulus, Density, Poison Ratio) while keeping the force same, result does not chnge.
STL file has been attached with this question.
clear all;
model = createpde('structural','static-solid');
importGeometry(model,'block1.stl');
figure
pdegplot(model,'FaceLabels','on')
rotate3d on
force = 200;
YM = 2e11;
PR = 0.3;
Mass_Density = 7850;
Mesh_Size = 0.8;
structuralProperties(model,'YoungsModulus',YM,'PoissonsRatio',PR,'MassDensity',Mass_Density);
structuralBC(model,'Face',11,'Constraint','Fixed');
structuralBoundaryLoad(model,'face',9,'SurfaceTraction',[0,force,0]);
generateMesh(model,'Hmax',Mesh_Size,'Hmin',Mesh_Size,'GeometricOrder','Quadratic');
figure
pdeplot3D(model)
rotate3d on
result = solve(model);
figure
pdeplot3D(model,'ColorMapData',result.VonMisesStress)
title('Von Mises stress: Static Analysis')
rotate3d on
maxx = max(result.VonMisesStress);
minn = min(result.VonMisesStress);
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KSSV
2019년 7월 16일
May be you need to have a look on the boundary conditions.....are you sure the boundary conditions applied are correct?
Rajbir Singh
2019년 7월 16일
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