How to Pass Finite Element Analysis in 30 minutes| FEA| ME8692| Tamil

this video is sponsored by unified Academy's sailor hi students I am our Ivan associate professor so enigma bhagavata SEF detain and berthing in a finite element analysis 60-some Australia or it of a stripper finite element analysis so in the finite element analysis a pre-aca possible of being a rep Athena para para so a lopatina ngedere the first unit on the introduction second unit one dimensional problem third unit two dimensional scalar variable problems and fourth unit two dimensional vector variable problems and 58 isoparametric elements so in the landing ec account state one of the unit 3 4 5 is the munathara wopatina ec a hospital life here pass ponder over Korea unit 3 & 4 it's mostly similar and a unit 3 and form a formless patina enemy over a mare is Erika and unit filed or a or a topic the Jacobian matrix Jacobian matrix every solver and their India Pozzo so a fear poured over him full and full 100% matrix so mathematics love matrix matrix calculation - calculation there enjoy the easier possibilities just to only addition subtraction and multiplication the number the governor mary the both a allah so wrong way easier pospone in learning a count straight pond again unit three four five is a liquor of farm loss either motor continue supporting easier postponed in life here papers annexed a unit 1 you only do an introduction so part bill athena and enjoy topic xi al weighted residual method and xi wheeler its techniques so in the weighted residual method look at the unit now the topic knowledge solution irrigate first one on the point collocation method a second a sub-domain method third a least square method for the galerkin method you know farm rhombus aroma but nobody community i was even a simple on the nollie formula LDH it again in the narrow formula that is R equal to 0 first point collocation method again R equal to 0 net thing yeah so either the vegetable a value porno so next a mnemonic a sub-domain mantilla test a integral on the are a on the 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method and the question and chilla now in the unleavened to be rich techniques so in the render method La Sorbonne the first method passing in a polynomial series ii don't take now model series so polynomials series syndrome way easier problems all front of the game rent a methyl is all one we are all seeing array are they either the over method learning is Albany in Apollo either your polynomial series select Minami LLL not ignore Modric series select nickname and I see a sign Kozma or not even the difficult of field coding yeah so in love was in a 1 a 2 a 3 easily and I'm going to find out what I may or the value in of the find out one overall so I'm the first to ie is equal to a 1 plus a 2 plus a 3 X square and everything yet so either left first to potential energy formula owner ago potential energy farmer Phi E is equal to u minus W of Anor these are general formula first Eric's mother pi is equal to a potential energy PI that is equal to u minus W so um where the patina strain energy strain energy U is equal to EA by 2 integral of 0 to l d square Y by DX squared and dy by DX or value C liquid through on and so on the early substrate burning integrate Purina you Allium would agree she a cadet you know an extra bath you know work 10 so worked on w is equal to 0 to your integral of 0 to L WI DX plus p y mx so easily Indian to problem it's technically an array of problem pakka indeed Allah render into problem Otto Pathak Nepal though the first two problem patina simply supported beam subjected to point load so point Lola actor mother simply supported beam point low lactam was it what is there is a layer it's technic nine of the finder Pune so either Larry if a point load of course the Runanga of Deena EE is equal to YP max happy meeting now both formula worked on order formula y is equal to P W is equal to P Y MX covering everything at the end of the bushing patina simply supported beam with Union uniformly distributed load would throw on so simply supported beam with the UDL so either confirm or in order for my grandpa thena W is equal to integral of 0 to L WI DX so in the render in the forum the render at the problem point low lacked a movie in a UDL lacked a combo they align the render problem what's he doing that he runs over question one row so max embodiments 16 co-co-co similar it's technically a garden area chant the circuit so the first unit layer this technique a muala skip one Oh Maria so right now when I make on state 116 a landowner question candy bar it's technically on the 11th ei and allowance Emilio is a equation G I get first you'll just keep one of make ones your first unit is technique problem with yourself and I in the farm last photo you now much cheaper a sour candy full of money power-hungry I was Hillel and the farmer has put in using a PC APIs Pinilla and weighted residual method in the moon a moon of our moon a moon a problem and the moon a problem but again it's technically potent simply supported beam with point load simply supported beam with UDL 16 the a question line the questions founder extra berthing a party a so party la or a casino gate so in the are Cosima in the question repeated a Karenina principle of maximum potential energy he's getting a para so nobody knows email a principle of maximum potential energy are they in the formula pi is equal to u minus W or email you Sigma is a linear to Marx at chellah so next to bottom is a function C a function of dinger the owner Lipari over on the definition lamb what do you know Pringle as a function of being your the shape of the element out of the safe function the shape of the element is now on the shape function I mean you know abandoning persona particularly easily into mark on the row and extras technical galerkin technique and not differences so it's technically the galerkin technique is then in the formal or extinct me go to formal galerkin method of thermal you see now a movie rental market sale and the prouder putting in both a will go through so next to various when i'm at the boundary values problem solve under the you know methods other methods like a boundary value problem every eigen value eigen vectors in the brown and the value the letter k learning LDH allah Islander to mozzie organic Purcell break you know gorilla so next week for weak formulation in the casino repeated a creditor can weak formulation principle of maximum potential energy and an extra bath in a various weighted residual methods although types of a tournament or types so that I am being ALDH a fine prolongation some domain least square and galerkin method so either way to mark is another end the question compulsory on the six questioning a parching napo's Oh Ecco Marco Angela next to Medina first unit let the Iroquois team's cake errific an area chance silica so endearing the question now historical background of Fe a next up our Magento steps of Fe a so general steps of VF is 1600 shilling a garage answer circuit and 11 be like a guru chances circus so in the potion concentrate when you're teaching only over passing over ten steps ergo you see the other formulation tablets and put a six six steps 10 steps ergo other pathing EC a phosphonium extra unit to so unit to one dimension problem so you need to birthing a narrow your topic circle problem area problems only pair go so in the konjac astana so part appeal apathy in a bar elements a recessive vibration and heat transfer so various topic circuit so in the bar elemental a about the you know we'll look moon into a big circle so tall gala in the bar el mundo or question expert Panola and a vibration and a heater and so heat transfer heat transfer question 12 deal and the expert panel ah 12 a from bar element a and told me heat transfer and 16 the question definite up RTC 16th ago seem trusses Alonso vibrations one look a garden area chance a circuit so either one will escape under the Maria Sol a topic many interns take money on our customer feel funding arena 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row next step total potential energy and another one important machine was in a global local and natural coordinates so global natural coordinates is order difference in and keep on although difference in and bother watching here next assumption made in forces in trusses expression blanket or low vibration order per element or die expressions so same formula and the formula motto luh Adina pazzo he's alone in the morning number important part yellow one two and four through version in the question consulate panini ad at the patina unit three unit a two dimensional scalar variable problem so unit three unit 4 Deena or a mazurka so unit 3 for the Orion CST element the constant strain triangular element so either the first atomic Part B laughs us to go shinethenight it may be derivation gave a little area chance a surrogate so derivation was CST elements shape function in the formula everyone the day and strain displacement matrix in the formula I have another derived for know the rhombus 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so fourth unit remember easy on unit the easiest core Pinilla in the form was mato Daniel caprese cheetah passing up or easier in the clear in 30 months he see how angle a little birth in a unit fight unit face isoparametric formulation you need for ago an optional armored unit fight or a eruption the Jacobian matrix Jacobian matrix martynuk a upon a unit file a simple formula J is equal to J 1 1 J 1 to J 2 1 J 2 2 so in the for anomaly opening yeah so reading the questions k girly chance a circuit you have all await Cartesian coordinates of de nanã ê XY find out more no question and a lotta leave of ignore 15 la evaluate Cartesian coordinates Sabrina XY find out for no he always local coordinate Sabrina epsilon Neeta while you find out follow easily countryside for either Yankee XY find out that local coordinates are being moving in a phantom upon hearing every now XY find out moon again so Cartesian coordinates now ex-wife local coordinate Sabrina epsilon and meter values so if the same simple on a formula X so I find output of the x + 1 X 1 n 2 x 2 + 3 x 3 + 4 x 4 same for way where you are therefore Mirada on the n1 n2 n3 every form of denial are 1 by 4 on the common so in the Hadean Eon watching a minus minus plus minus plus plus minus minus every now it's a Tina is here 1 by 4 a lot of commonality here minus minus plus minus plus plus minus minus you ple team and maybe looking at minus minus plus minus plus plus minus plus you brainy ah watch again now epsilon theta epsilon need about a subscript 1 enough n 1 n 2 n 3 & 4 formula and you guys over previous email easier ok particular so translate upon a Cartesian coordinate Sabrina XY eigen double you know local coordinate Sabrina epsilon and we devalue find out for no so Jacobian matrix is a general formula Jacobian J is equal to j 1 1 j 1 dou J 2 1 J 2 to maximum you own it file about the Jacobian matrix K drawing so Jacob format is J 1 1 J 1 to J 2 1 J 2 to P so firstly rigor formula in the 1 minus epsilon 1 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bar element trust moto path again next to unit 3 so unit 3 le digas CST LM 1 motor berthing has or derivation stiffness matrix every conductor you know under stiffness matrix in the birthing of the duration birthing next a unit for Perth ena axi-symmetric element so if the axis symmetry element ago option available 14 nearly axis symmetry the protein belay axis symmetry de owner stiffness matrix Kentucky gear America apart of their not stressing in strain it so either one the power 14 be like a Donna 14 year like a Turner you know 14 be like a get a chance is surrogate in our derivation birthing whether they skip the CST axis symmetry and the fifth unit isoparametric element isoparametric element Jacobian matrix J find out what a birthing rhombus implant formula they apply and the formula is known however children are their topic Elena Clearasil Janna and the Marie on the formula every other neo chicken okay I'm gonna get our problem you know on the Maria de la that'll do the arena 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Channel: Poriyaalan Lecturer Video

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Keywords: #FEA, finite element, #finite element analysis, me8692, me8692 - fea, #fea, fea, problems, vector variable problems, axi symmetric elements, iso parametric formulation, finite element analysis, displacement function, mechanical engineering subjects, mechbix important questions, me6603, me6603 mcq, me6603 finite element analysis, me6603 fea, me6603 finite element analysis mcq, finite element method, finite elements analysis, finite elements methods, what is finite element analysis

Id: IQ8V4gDpTj4

Length: 31min 23sec (1883 seconds)

Published: Sat May 09 2020