How to Plot Stress Contour??

I am a beginner , My doubt is that I have to Plot Stress Contour of tapered cantilever beam analysed using FEA now I have the value of element Stresses like sigmax , sigmay , tauxy ? How to proceed ?? Please Help..

11 件のコメント

darova
darova 2020 年 6 月 29 日
Can you show/attach the data?
Shubhang Jain
Shubhang Jain 2020 年 6 月 29 日
編集済み: darova 2020 年 6 月 29 日
Thankyou for responding first .
I have divided the beam in 10 elements in plane X-Y .Where X=(0:0.1:2) and Y=(0:0.025:0.5) . I have done programming to formulate Elemental stresses i.e 30*1 matrix having 10 sigmax, sigmay and tauxy each .
Sigma_X=1.0e+03 * [-4.2996; -3.6313; -2.7780; -1.8074; -0.6545; 4.2996; 3.6313; 2.7780; 1.8074; 0.6545],
Sigma_y =[ -321.9020; -20.6500; -136.9501; -65.3855; -151.7759; 235.7197; -103.1941; -126.590; -42.9998; -418.4672],
Tau_xy =[ -795.8185; -899.8615; -878.6821; -706.5482; -693.8920; -543.8945; -383.5610; -575.8634; -412.3329; -628.4221],
Now I have to plot contour of Sigma_X , Sigma_y , Tau_xy .
I am attaching an image of beam so that you can understand the situation .
Please help me with the solution.
Thanks in Advance...
darova
darova 2020 年 6 月 29 日
DO you have deformations or stresses in each point?
Shubhang Jain
Shubhang Jain 2020 年 6 月 29 日
No not at nodal points , I have used matlab functions to determine elemental stiffness then assembled global stiffness to determine elemental stresses . Hence I have stress value at each element overall. If you have any idea to convert element stress value to nodal points then please suggest.
darova
darova 2020 年 6 月 30 日
Can you show what elements are?
Did you try patch?
Shubhang Jain
Shubhang Jain 2020 年 6 月 30 日
I have found out the stresses sigmax, sigmay, tauxy values at each nodes point.
Sigma_X = 1.0e+03 * [-4299.57587958638 ; -3965.44553517593; -3204.63754334495; -2292.69609509300 -1230.97384069952; -654.515387137445; 7.73070496506989e-12; 8.64019966684282e-12; 1.11413100967184e-11; 1.02318153949454e-11; 2.84217094304040e-12; -1.93267624126747e-12; 4299.57587958640; 3965.44553517595; 3204.63754334497; 2292.69609509302; 1230.97384069952; 654.515387137441]
Sigma_Y = [-321.901962451787; -171.276004860075; -78.8000793342068; -101.167806049306; -108.580704946648; -151.775909194735; -43.0911561819484; -52.5066078518920; -96.8460482931672; -92.9813362559606; -169.657107326625; -285.121579205828; 235.719650087890; 66.2627891562907; -114.892017252128; -84.7948664626148; -230.733509706602; -418.467249216922]
Tau_XY =[ -795.818460340878; -847.839977192489; -889.271783271534; -792.615142694200; -700.220084886960; -693.891956884487; -669.856459330285; -655.783844638485; -684.491978609799; -643.356643356871; -610.298792117163; -661.157024793497; -543.894458319692; -463.727712084480; -479.712173948064; -494.098144019542; -520.377499347365; -628.422092702508]
Can you please help me to find the stress contour , My submission is on 3 JULY !!
Thanks in advance.
darova
darova 2020 年 6 月 30 日
did you try surf?
Shubhang Jain
Shubhang Jain 2020 年 6 月 30 日
Sorry but I am not familiar with surf . I am coding for first time in Matlab . Can you please explain the solution of my problem. ??
darova
darova 2020 年 7 月 1 日
Can you explain what those values represent?
darova
darova 2020 年 7 月 1 日
編集済み: darova 2020 年 7 月 1 日
Here is an example using pcolor
[x,y] = meshgrid(-2:0.1:2);
stress = x.^2+y.^2;
pcolor(x,y,stress)
Shubhang Jain
Shubhang Jain 2020 年 7 月 1 日
Sigma_X, Sigma_Y , Tau_XY are the stress components values at each nodes (18) in this case . X and Y axis are the boundary of the problem .

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回答 (1 件)

darova
darova 2020 年 7 月 1 日

2 投票

Reshape your data to create a matrix
stress = reshape(Sigma_X,6,3);
And use pcolor
[x,y] = meshgrid(1:3,1:6);
Sigma_X = 1.0e+03 * [-4299.57587958638 -3965.44553517593 -3204.63754334495 -2292.69609509300 -1230.97384069952 -654.515387137445 7.73070496506989e-12 8.64019966684282e-12 1.11413100967184e-11 1.02318153949454e-11 2.84217094304040e-12 -1.93267624126747e-12 4299.57587958640 3965.44553517595 3204.63754334497 2292.69609509302 1230.97384069952 654.515387137441];
Sigma_Y = [-321.901962451787 -171.276004860075 -78.8000793342068 -101.167806049306 -108.580704946648 -151.775909194735 -43.0911561819484 -52.5066078518920 -96.8460482931672 -92.9813362559606 -169.657107326625 -285.121579205828 235.719650087890 66.2627891562907 -114.892017252128 -84.7948664626148 -230.733509706602 -418.467249216922];
Tau_XY =[ -795.818460340878 -847.839977192489 -889.271783271534 -792.615142694200 -700.220084886960 -693.891956884487 -669.856459330285 -655.783844638485 -684.491978609799 -643.356643356871 -610.298792117163 -661.157024793497 -543.894458319692 -463.727712084480 -479.712173948064 -494.098144019542 -520.377499347365 -628.422092702508] ;
stress = reshape(Sigma_X,6,3);
pcolor(x,y,stress)

2 件のコメント

Shubhang Jain
Shubhang Jain 2020 年 7 月 3 日

Thanks for the tip . It really helped .

darova
darova 2020 年 7 月 4 日

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