Solid Mechanics Theory | Euler-Bernoulli Beams
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- Опубликовано: 16 июл 2024
- Solid Mechanics Theory | Euler-Bernoulli Beams
Thanks for Watching :)
Contents:
Introduction: (0:00)
Load-Shear Relationship: (3:35)
Shear-Moment Relationship: (5:43)
Displacement Function: (7:39)
Strains: (14:09)
Stresses: (17:06)
Moment-Deflection Relationship: (19:47)
Beam Analysis: (22:35)
Amazing explanation.
Thank you.
thank you very much for uploading these files. i am very interested to see your lecture regarding timoshenko beam.
Thanks for sharing.
superb! Can you please share Timoshenko beam as well?
last semester, i got an A+ in the graduate solid mechanics course thanks to your theoretical videos.
now it’s time for FEM
That is awesome to hear! Congratulations! it means a lot knowing my videos are helping :)
@@ClaytonPettit now, i am preparing for my qualification exams by watching your theory videos.
Great 👍
Great 👌
informative, thanks
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
thank you so much , what about Timoshenko beam please sir,
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?
sir i have 1 question. Can you guide me about that. please if you can give me your watsapp
Me too Doctor
just post it here, why use whatsapp?