Solid Mechanics Theory | Euler-Bernoulli Beams

[@cookiecutter7706]

last semester, i got an A+ in the graduate solid mechanics course thanks to your theoretical videos.

[@cookiecutter7706]

now it’s time for FEM

[@ClaytonPettit]

That is awesome to hear! Congratulations! it means a lot knowing my videos are helping :)

[@cookiecutter7706]

@@ClaytonPettit now, i am preparing for my qualification exams by watching your theory videos.

[@rezamadoliat2074]

thank you very much for uploading these files. i am very interested to see your lecture regarding timoshenko beam.

[@SaidAliSaid-x4s]

superb! Can you please share Timoshenko beam as well?

[@rushdisami5146]

Amazing explanation. Thank you.

[@_.ah7]

What if i want to model a hyper elastic beam that has large deflection? What assumptions will i take then and how could i possibly make the calculations bearable? Thankyou

[@vadiquemyself]

you only mentioned the first derivative θ quickly somewhen at 14:00, why? and why θ = dy/dX¹ (y is the deflection, X¹ is the axis coordinate) is so obvious to you ? (but not for me) maybe it follows from the curvature or such 🤔 and other unexplained thing is “although” 18:25 the non-zero σ12 component of stress, having 16:22 that ε12 of strain = 0 and the Hooke-type stress-strain relation ... the claim “due to the shear force” can’t be against the constitutive relation, can it?

[@GuenfoudLoubna]

thank you so much , what about Timoshenko beam please sir,

[@siavashsafari3795]

informative, thanks

[@blueberry11051]

Thanks for sharing.

[@Engineer_MayDay]

Great 👌

[@AzeemKhan-dk4rb]

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[@i70_i0]

Me too Doctor

[@nicolasramirez3944]

just post it here, why use whatsapp?

[@sonuanand8570]

Great 👍