Dear All,

I want to solve a linear elasticity for unknowns displacement (u) and 
stress (\sigma) simultaneously using a mixed formulation. I have* attached* 
the revenant strong and weak form of the problem. For u is the discretized 
using Lagrange elements and \sigma using Raviart-Thomas elements.

Step-20 has an example using mixed formulation, were RT elements were used 
for velocity which has dim components. Whereas in my case were RT elements 
would have dim x dim components for stress. How do I go about it? 

I look forward to your response. 

Best regards,
Karthi.





 

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Attachment: elasticity.pdf
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