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  1. 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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