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  1. HF123

    Cantilever Beam Response Not Consistent With Analytical Solution

    Hi users, Sorry for the late reply, I had a deadline to meet. I found that the issue was with the cantilever beam deflection equation that I used was the maximum deflection equation instead of the equation to calculate deflection at each point x. Also, there was a problem with the layup...
  2. HF123

    Cantilever Beam Response Not Consistent With Analytical Solution

    Hi users, Thank you for all of your replies, I have managed to resolve the issue! Thank you again! Herman
  3. HF123

    Cantilever Beam Response Not Consistent With Analytical Solution

    Hi users, I am modelling a cantilever beam on Abaqus, and am investigating the deflection along the distance of the beam. The following parameters are used: E (Pa)=1.41E+11, poisson ratio=0.314, b (m)=0.003125, t (m)=0.002, F (N)=0.007 I am trying to compare my data to the analytical solution...

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