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Global and Local Stiffness Matrix Composition in 2D - Finite Element Methods 

Blake Tabian
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12 окт 2024

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Комментарии : 17   
@borischan1617
@borischan1617 4 года назад
Read my professors notes for 3 hours and didn't learn shit ... watched your videos for 20min and aced my homework.... thanks man
@blaketabian512
@blaketabian512 4 года назад
Thanks! Glad I could help
@Arun-Singh
@Arun-Singh 5 месяцев назад
really good video
@SamsHamlet
@SamsHamlet Год назад
Can you explain why they’re 1,-1 or 0 and how do I know where to put them
@hengsihwaucd4311
@hengsihwaucd4311 7 лет назад
How do you came out with the local stiffness matrix for 2D member in the form of cos and sin?
@blaketabian512
@blaketabian512 7 лет назад
Heng Si Hwa the local stiffness matrix formation of cos and sin that I have shown is the general formulation of such. If you are looking for the full derivation I suggest having a look through your textbook :)
@stevehewitt3116
@stevehewitt3116 3 года назад
Hi! Do you have any video on deriving for a 4 node rectangle stiffness matrix in plane displacement by Galerkin Method?
@ajayjoshi9256
@ajayjoshi9256 2 года назад
hey, were you able to find connectivity matrix for galerkin method. If yes do let me know , thank you.
@MANJAMARA
@MANJAMARA 6 лет назад
can you make video for transformation matrices?
@georgiivanov2856
@georgiivanov2856 10 месяцев назад
can you do 4 nodes in 1D? Please help!
@coolmonkey619
@coolmonkey619 4 года назад
Thank you i was so lost
@av.m7489
@av.m7489 Год назад
what do you mean symetric in last matrix for local? like 0 ?
@joeysmit4644
@joeysmit4644 11 месяцев назад
symetric around the diagonal. so K[a,b] = K[b,a]
@jw2_shine930
@jw2_shine930 4 года назад
I thought 2D means frame...cuz that is what Prof. told me
@ramyraad2647
@ramyraad2647 7 лет назад
The result is wrong place the -ve signs pls
@Himanshusingh-sj1ie
@Himanshusingh-sj1ie 5 лет назад
Whhatsaappp
@ibraheemfaik8095
@ibraheemfaik8095 5 лет назад
لا حمبي غلط
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