Bolt Strength check FEA simulation- Bolt Pass or Fail using solidwork simulation

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Bolt Strength check FEA simulation- Bolt Pass or Fail using solidwork simulation

Рет қаралды 125,283

Күн бұрын

design hub
in this video we will simulate the bolt and check bolt strength ,bolt pass or fail,for different different load,
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Пікірлер: 52

@user-jf9us7qp8q Жыл бұрын

Complete and great toturial. 🥰

@azizizizi635 6 жыл бұрын

Hello. Great tutorial! What if the bolts are already there? I mean during the assembly I fastened it using the bolts from the toolbox. Do I have to remove all the bolts from the toolbox and do the same steps as you did in this video? Thanks

@SagarPatel-gy5dc 5 жыл бұрын

Yes , you should remove all bolts you assembled

@mcgr3g 5 жыл бұрын

If you have SOLIDWORKS Simulation Professional, toolbox fasteners can be automatically converted when creating the study, or when applying boundary conditions. With the advantage of having all the settings applied by SOLIDWORKS, i.e., strength data, pre-load, etc. All you need to do is to apply the no penetration contact.

@toscobruto 4 жыл бұрын

Keep shaking my head for half an hour LOL.

@JamesCurley 3 жыл бұрын

lmfao

@govhull9933 4 жыл бұрын

Did the bolt fail or just approach its yield strength (by the way, which yielding criterion was used?)? There is no damage or failure criterion in this simulation, not mentioning plasticity... 1) How can one state that something has reached failure without setting the above conditions? 2) What about mesh effects (I do not see any mesh here...), stress concentration? 3) Simulations without minimal validation, mean nothing. 4) It has not been a great idea to embed FEM into CAD software. This is the end of real Engineering and of Engineers who think that Engineering Design is about drawing.

@dv2735 3 жыл бұрын

What are you on about bro? To design my structure I always use paint 3D and I generally never run a structural analysis because I overstate all my beams size and I add extra bolts for critical connections. In this way the structure never collapse. In life you have to outsmart problems bro, you clearly ain’t a good engineer.

@shadyammar2395 3 жыл бұрын

@@dv2735 You overstate all your beams and connections !! and you suppose that you are the better engineer. LOL

@dv2735 3 жыл бұрын

@@shadyammar2395 bro there are too many variables to take into account: the ultimate deflection strength for superimposed loads can be determined either through Van Der Mises analysis or with simple static equations: Sigma tau = bearing of the column x Modulus of Plasticity/Torsional Radius Moment. In order to compensate with the cost of overstating the beams, you can select cheaper materials than steel. It’s not rocket science bro.

@joross418 2 ай бұрын

When i try to set up my fixture, i selected the beam surface and it shows "Load/Restraint cannot be applied to the beam face, edge or vortex". How to solve this problem ? and i notice why the object you designed earlier with the base is not shown during the simulation. The beam that sticking out also change its place to the middle of the main beam. I think u have change different CAD files for this video

@joross418 2 ай бұрын

I solved it by choosing "Treat as solid" for all my parts including the beams

@bobong54 3 жыл бұрын

Thanks for sharing

@Adam1o1Alaby 7 жыл бұрын

Thanks for the tutorial

@Designhubindia 7 жыл бұрын

+Adam Alaby welcome, we will try to make more interesting projects with real and practice approach, subscribe share for design hub support for growing fast

@Grayhaired 9 ай бұрын

The horizontal ribs at 15:37 are meaningless, because lead to breaking of the wall plate out of profile. The ribs must match the profile ribs.

@usamahibrahim2201 Жыл бұрын

I have homework about this, but my professor does'nt really have a knowledge about this, so maybe I will do simpler simulation haha

@nutankumarsahu7537 4 жыл бұрын

Its gud for bolt load tasting but structure is before failure for bolt.....

@italomp05 5 жыл бұрын

Hola, buen video. saludos de lima, Perú

@davidkolina5536 4 жыл бұрын

Hola Peruano

@commonpeople6942 2 жыл бұрын

i have a question, what if i beam is bolted on both sides? Does it cause tensile stress due to bending moment? or just cause shear stress only?

@kaijunyang4567 4 жыл бұрын

Excellent!!!!

@robertaubel217 4 жыл бұрын

could you help me with simulating snow, wind and gravity on a welded truss arch? is solidworks simulation up to the task?

@ifigetbannedagainyoutubeis2018 3 жыл бұрын

Gravity yeah but snow and wind nah

@NguyenHuuLinh_ 6 жыл бұрын

Ihave a trouble with bolt conection in solidworks simlation. i have a countersunk bolt. Head of bolt is a square of 29mmx 29 m and draft on 5 degree. Head of bolt has a thickness of 25mm . It's not an option in bolt connection bescase i can't choose 4 surface of head bolt for set contact. How can i use type of this countersunk bolt in solidworks simulation!. tks a lot.

@cdlopez29 7 жыл бұрын

Exellent!!! thanks...

@Designhubindia 7 жыл бұрын

+Cristian Lopez thanks,for appriciation, these all little things motivate for making more engg. Project, Regards Design hub Please subscribe,share ,thumb up,

@1CHRISTIANHACHE 4 жыл бұрын

There are not bolts under compression streght. All are under tension, becase lower bolts can't be compress it by itself. The are not other elements trying to compress it. Maybe, tension could be zero, but no negative (compression). On the other hand, compression is present between vertical flange and the lower sector of horizontal beam attach plate.

@chetnaprajapati9483 3 жыл бұрын

how to sync two circle example:- one circle dia75mm and secound circle dia1000mm dia1000mm (1000mm-100mm=900mm) so change dia 75mm change (75mm+100=175mm) mins i one circle dia minuse so secound dia pluse is value how create बहुत बढ़िया पर मुझे ऐसा काम कुछ इस तरीके से करना हो तो कैसे करे कृपया बताये जैसे के एक circle 75mm dia का हे और दूसरा circle 1000mm dia का हे अगर में इन दोनों में से किसी की भी साइज़ बदलता हु तो वो एक दुसरे में pluse minus खुद्ब्खुद हो जाये जैसे के अगर में 75 mm dia में 25 mm जोड़ता हु तो वो dia 100mm हो गया पर जो दूसरा dia जो 1000 mm का हे वो 975mm खुद्ब्खुद हो जाये बस ऐसे कोई भी एक dia अगर pluse होता हे तो दूसरा dia खुद्ब्खुद minuse हो जाना चाहिए और कोई भी एक dia minuse होता हे तो दूसरा dia खुद्ब्खुद pluse हो जाना चाहिए हा पर जितना हम pluse या minuse करते हे उतना ही value एक दुसरे dia में pluse minuse होना चाहिए कृपया करके ये बताये ये कैसे हो सकता हे solidwork में ?

@RadzMexicano 5 ай бұрын

Incomprehensible