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Bilayer beam Bending

Amit Pandey's picture

Where to get information on the Mechanics of Bilayer Beam bending for  Bridge & Cantilever beam?


Wenbin Yu's picture

The answer to your question is a good theory for composite beams. It is known simplistic composite beam theories based on E-B type or Timoshenko type assumptions fail to accurately predict the stiffness, let alone the 3D stress within the structure. The problem is solved using the variational asymptotic method, which is also implemented in the computer code VABS .

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