2D elasticity – 8: Example Problem Solved Using SymPy in Jupyter Notebook

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Course: Applied Elasticity (ME40605/ME60401)
Instructor: Dr Jeevanjyoti Chakraborty, Mechanical Engineering Department, IIT Kharagpur

The Jupyter Notebook framework presented here follow the Mathematica notebook framework presented by Professor J. R. Barber corresponding to his book "Elasticity".

#elasticity #JupyterNotebook #AiryStress

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Simply loved it! Super regards for framing such beautiful lectures Prof Chakraborty!

Life-ldko
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Sir can you make videos on fem with python
It will be really helpful ☺️

ashishgarg
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Sir,
I am not able to appreciate the boundary condition $\sigma_{yy} =-q_0$. Shouldn't it be $q_0$?

srijanagarwal
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SIR IN LAST
SO ON TILL bc22)
∅ IS COMING AS ANSWER WHAT SHOULD I DO???
i tried it for cantilever beam point load at free end

shubhamshevale