Intro to the Finite Element Method Lecture 5 | Triangular and Quadrilateral Continuum Elements

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Intro to the Finite Element Method Lecture 5 | Triangular and Quadrilateral Continuum Elements

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Contents:
Introduction: (0:00)
Final Project: (9:33)
Triangular Elements: (24:04)
Quadrilateral Elements: (1:30:09)
ABAQUS Example: (1:57:09)
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Everything looked gross during my university lectures! Thank you professor Clayton. This lecture is absolutely a gem.
I hope more students will come across this lecture.

vipin
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This is by far the greatest lecture series on FEA on this earth. Thank you!

jompis
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Thank you very much for these lectures Professor Clayton. I'm doing a bachelor thesis right now and my Professor doesn't really teach me anything in his lectures, so your lectures are saving me from a lot of trouble.
Thank you so much from Indonesia!

braindingbeer
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Awesome! Nice and easy as always. Thank you very much, Clayton

TheRussianTourist
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Thank you so much for sharing your content, it is the best I have found. So clear and complete, it has really helped me!

sorenlorenzon
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Thank u from my deep heart, it is 7/9/2023 and I am watching ur lectures, U are the greatest teacher, love u

safaahamdan
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Hi Dr Pettit

I got confused how you swap multiplication order at 44:32. [B] Matrix is a 3*n matrix and ue is n*1 matrix, ue times B transpose will be n*1 times n*3...

chensean
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Dear Dr Clayton, Thank you for the great lecture. Will the first two conditions @1:00:03, Isotropy and Rigid Body motion ability, be shown by the element or not. @1:01:44, you said "Those two equations for the isotropy and the rigid body motion those are two approximation functions that don't satisfy the requirements sorry i should have cleared that up. those two displacements do not satisfy general element requirements". Can you please clarify. Best Regards

syedimadhaqqi
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Hello professor, thanks for your video.May I know what the shape function is?Is it a properties of the object such as stiffness?

Recordingization
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Can anyone please explain me why the integral in linear triangular element is taken from 0 to 1-X2 for integral with respect to X1?

pranav
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professor, can you recommend some textbooks for fem?

chelseachan