Finite Element Analysis | FEM bar problem | Finite Element Methods example | FEM

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A uniform bar having both the ends fixed and right side change in the length, Calculate elements stiffness matrices/Global stiffness matrices/ stresses at each element.
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17 сен 2024

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Комментарии : 38

@viditsingh52 5 лет назад

Sir, good effort. it's really amazing to learn

@MaheshGadwantikar 5 лет назад

Thank you for your comments ..

@mindsharpening642 3 года назад

thank you Mahesh !well explained!!!

@RD-ke8mz 3 года назад

Great video. Well done. Thanks a lot ❤️

@MaheshGadwantikar 3 года назад

Thank You, for supporting

@user-ws6tz4yt8n 4 месяца назад

Nice video!

@MaheshGadwantikar 4 месяца назад

Thank you sir

@evangelosgeorgiou1662 4 года назад

Thank you so much for your explanation!!!

@MaheshGadwantikar 4 года назад

My pleasure dear.

@guhannar 4 года назад

Very helpful! Thank you!

@MaheshGadwantikar 4 года назад

Thank You So Much for your kind words.

@sumanbiswas1003 4 года назад

Sir,please make more video on FEM ,numerical problem....it will help us...

@ch.sowjanyasowji4895 4 года назад

Thank you sir

@MaheshGadwantikar 4 года назад

🙏 Thank You

@sinclair2068 2 года назад

How do you know the displacement is exactly delta? What if P isn't strong enough?

@jakubdudas3322 3 года назад

I would like to ask why you have cancelled all except Delta in the third row. (why didn't you cancel Delta as well). Thanks

@shivasmart967 3 года назад

tq sir

@basharm.m2372 3 года назад

Hello bhay can you help me Please.. I have homwork very deiffcelt

@sidharthenagala5323 3 года назад

Hello, could you clarify how to find element stresses i.e what formulas to use?

@MaheshGadwantikar 3 года назад

I have solved the some other problem with stress calculation. You can check

@velusamy1172 4 года назад

Thankyou sir.but how add the k1 and k2

@suryanshsagar7164 4 года назад

why are you not substituting the values of A, E & L before itself?

@MaheshGadwantikar 4 года назад

We can use initially or in the Stiffness Matrix

@jianyuhua 2 года назад

what if there are two p?

@yuvrajpanchal4432 2 года назад

Which book to refer for these type of problems

@MaheshGadwantikar 2 года назад

In all FEM book these types of problems available

@yuvrajpanchal4432 2 года назад

@@MaheshGadwantikar Any specific you want to suggest

@MaheshGadwantikar 2 года назад

Jalaluddin

@ahmedjaafer8534 5 лет назад

thank you, but why the third row has been canceled, when you found the the value of u2???

@MaheshGadwantikar 5 лет назад

Because zero displacements at node 3.

@ahmedjaafer8534 5 лет назад

@@MaheshGadwantikar thank you

@sannidhyasingh1951 5 лет назад

@@MaheshGadwantikar sir but the displacement at node is 1.2mm ..?? then why are we cancelling it

@fabiocurti3822 5 лет назад

@@sannidhyasingh1951 cuz the displacement at node 3 is greater than 1.2mm so the end of the bar touches the Wall and the total displacement Is equal to zero. That's why a reaction force occours. The second element Is compressed because the delta displacement between node 2 and 3 is 1.2-1.5 = -0.3mm

@sumanbiswas1003 4 года назад

Sir,which book is easy to learn FEM????

@MaheshGadwantikar 4 года назад

Chandrapatla

@sumanbiswas1003 4 года назад

@@MaheshGadwantikar Sir,can i get the soft copy of the book?

@MaheshGadwantikar 4 года назад

In the description provided