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Author: Subject: Chassis Analysis: A Waste of Time?
stressy

posted on 24/9/04 at 10:53 AM Reply With Quote
Id go along with syd's comments.

I could stab a guess at what the "couple of tubes" which make a big difference are, based on tests and track performance on a chassis i know, but im not going to betray the trust of the owner as it is a competition vehicl which has done very well so far, it will be inetresting to see if anyone can guess what these mods may be. Theu will be on my car later in the year.

As we are talkin about analysis on this thread so my comment with regards to side panels is that YES the do have a considerable effect on chassis stiffness as does the tunnel however capturing this performance accurately allowing for fastener interaction and bondlines in beyound he scope of most, as such if they are excluded from the analysis then the analysis can be considered as a minimum stiffness guideline.





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stephen_gusterson

posted on 24/9/04 at 10:58 AM Reply With Quote
I have often wondered why people dont use a X brace rather than a single diagonal across the sides of the engine bay.... thats gotta have sone effect on stiffness.

atb

steve






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philgregson

posted on 24/9/04 at 11:46 AM Reply With Quote
I'm all for getting stuck in, learning experimenting and improving when it comes to these things - getting more deeply involved is part of the fun of any project.

That said, I don't think we should get too hung up on the chassis stiffness and performance etc. Many elements of the locost design are less than perfect but it is still a better and more satisfying driving experience than most things on the road. Your average tin-top sporting hatch is considerably stiffer but you are still going to leave most of them standing on a twisty 'B' road.

I'm not saying you shouldn't put effort in trying to improve, just don't think that your car is going to be crap if you just follow the book and a few of the basic mods - it isn't (well not for that reason anyway).

I'm just following the basic book chassis with a steel floor and tunnel, the cymtricks mods at the front and a couple of additions at the rear.

My thought being that the chassis is probably the simplest bit of the whole build (took about a week and thouroughly enjoyable) and if I get into it enough to want to improve it when the car is on the road I'll look at building another and transfering the parts over. I'm sure I won't though!

Phil

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craig1410

posted on 24/9/04 at 12:12 PM Reply With Quote
Steve,
Regarding your point of the X-Brace, my own opinion is that the problem here is that the triangulation is too long and is made of 3/4" round tube rather than 1" square. Yes an X-Brace would improve things but I think it is better to do something like I have done on my own chassis. See below: (Comments, Good or Bad welcome)

Btw, all the sheet sections you can see here are seam welded 1.6mm steel plate. (ie. Footwells, main floor and under the steering rack area)

Cheers,
Craig.



[Edited on 24/9/2004 by craig1410]

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Rob Lane

posted on 24/9/04 at 12:18 PM Reply With Quote
Craig,

Looks excellent, most of the mods you have are what the Oz guys developed.

Just one other thing, is that standard book steering rack mounts? If so you will need to beef those up slightly as the rack is subject to flex using the book mounts.

Update: I've just looked at your site and seen the extra strength rack mounts.

[Edited on 24/9/04 by Rob Lane]

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Cita

posted on 24/9/04 at 03:55 PM Reply With Quote
I dont think that Cymtric made a guru of himself,all he did was post a analysis of some modifications he made,no more no less.
It's of course up to the builder to use or not use those modifications.
The only thought i have is that we all seem to except for example our crappy welding (as mine!) but when it comes to modifications all of a sudden the safety aspect is brought in.
If Mark Allanson would inspect the welding on our cars i'm sure he would scrap at least 50% as unsatisfactory,still we feel it's safe enough.

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Hugh Jarce

posted on 24/9/04 at 09:00 PM Reply With Quote
That's the way to do it! Carve the chassis in one piece from a laminated block of MDF.
Beautifully done too. Rescued attachment MDF_chassis.jpg
Rescued attachment MDF_chassis.jpg






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craig1410

posted on 25/9/04 at 03:30 PM Reply With Quote
Hugh,
It does look like MDF doesn't it! Never thought of that.
It's a nice gloss black now though.

Rob,
Many thanks for the compliment!
I must admit I am quite pleased at the way it evolved! It all kinda came together at the last moment to be honest as a result of my wish to build an engine "cradle" into the chassis for my Rover V8 and use the Rover SD1 original engine mounts. Also, given that it is a V8, I can't use the long "R" tube so I elected for two shorter "R" tubes. This gave me a convenient place to join my two triangulation tubes on the side so they coincided with where the "R" tubes hit the "J" tubes on the top. The changes to the front assembly are as per cymtriks suggestions but to be honest I had decided to triangulate the front anyway because it seems like such an obvious weakness.

My steel plated areas are perhaps overkill but I wanted my floor and footwells to be made from steel for safety reasons as much as structural reasons. I hope that they will stop or at least slow down any fragments of steel tubing which try to come my way in a frontal impact.

Generally speaking I have approached my build by simply trying to ensure that there are as many triangles as possible in my chassis and no large gaps between chassis tubes and/or long unsupported chassis tubes like TR1 and TR2. I also believe that a welded rollover bar is the way to go because (IMHO) it is a crucial chassis member for safety and will aid stiffness too.

By the way, a friend of mine is also using a Rover V8 engine in a +4" wider than book chassis and he originally had some problems with flexing of tubes J1 and J2 when jacking the back of his car up with the engine installed. He could actually see J1 and J2 flexing outwards and had to make some refinements to stiffen things up. I certainly can't detect any flexing of my chassis when I jack up any of the corners. I have tried sitting the chassis on four axle stands (with engine and running gear fitted) and then jacking up one corner to JUST lift it off the corresponding axle stand by maybe 1/16 inch or so. What seems to happen is that the other side lifts off the axle stand by the same amount which I think it a good sign.

Cheers,
Craig.

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Jasper

posted on 25/9/04 at 04:13 PM Reply With Quote
Interesting reading, this thread. Gonna be building another chassis next year with lots more power and these mods seem like a good idea. Does anybody have a diagram of the Oz mods?

Craid, your engine bay mods look well worth doing, as do the fully welded steel plate. Are you doing anything to the back end?

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craig1410

posted on 25/9/04 at 07:19 PM Reply With Quote
Hi Jasper,
Rather than post more pics here I will direct you to look at the APR 2004 section of my build diary on my website as there are a few pictures which show various bits of the backend. To be honest I would do the back end differently if I did it all again because I had to make some compromises due to my partially home made de-dion design. Also I would make tubes W1 and W2 out of 1" square section rather than 3/4" as I think this is a potential weakspot.

You will see I have a welded rollbar which is made from 48mm x 3mm wall black pipe. Not the strongest steel in the world but the extra cross sectional area should make up for the lack of tensile strength and it should be strong enough. I was going to fit diagonals but I needed upper harness mounts and thus had to fit a horizontal bar instead. I suppose you could triangulate it above this horizontal bar if you wanted to. My turrets above the dampers have two thicknesses of 3mm plate because your turrets need to be thicker than the rollbar material to avoid punch-through. My rear braces are partly cosmetic and partly to make up for the lack of strength in W1 and W2 as mentioned above. Fo this reason I don't consider my rollbar to be "fully sorted" and this is something I would do differently next time. I would probably relocate or do away with W1 and W2 and have proper rollbar diagonals going to the bottom corners of the rear chassis as per FIA spec.

I had to make a few changes to the seat back chassis tubes due to my unusual "inboard" trailing arms and again there is room for improvement I think but it should be reasonable.

Let me know if you have any other questions and I'll be happy to provide any help I can. I'm busy modelling my chassis in an FEA program called GRAPE to see if there are any weaknesses and will report my findings when complete.

Cheers,
Craig.

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stressy

posted on 26/9/04 at 08:09 AM Reply With Quote
Hi Craig,

What laodcases are you using for assessing the strength of your chassis? just being nosey, sorry.

Cheers
Chris





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craig1410

posted on 26/9/04 at 10:15 AM Reply With Quote
Stressy,
Please excuse my ignorance of the technical terms surrounding Mech Eng. I'm only a mere Electronic Eng graduate...

On the assumption that "Loadcases" simply refers to the Load Constraints and Loads (Grape terminology) I am fixing the rear suspension mounts in all 6 degrees of freedom and then applying equal but opposing forces in the vertical(Z) axis for the front two suspension mounts. I've not actually completed the whole chassis in Grape yet so watch this space...

If what I have suggested is not the best way to assess chassis stiffness then I'd appreciate any advice you can give me but it seemed the most obvious way to set it up initially at least. I intend to play with different setups later to assess stuff like offset frontal impact, side impact, rollover and other relevant scenarios.

Has anyone else tried using Grape (website here) and if so, can you comment on its suitability/accuracy?

Cheers,
Craig.

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leto

posted on 26/9/04 at 02:05 PM Reply With Quote
My 25 öre worth.....

If it ain't broke improve it.

The book chassis works, no question about that. If something was terribly wrong this forum wold show it. We talk improvement here and a good question to ask before we star talking about what to do is: Why are we doing it?

Increased torsional stiffness is a way to improve handling. The torsional bending of the chassis will do some of the work the springs are supposed to do, only without any dampers and not as predictable. Higher torsional stiffness will give you better control over the suspension and, if you know how to exploit this, a faster and safer car.
A locost built by the book, will handle quit good, so it ain't broken. But it's not to hard to find things that can be improved to make it even a little better.

As for the original question
“Chassis Analysis: A Waste of Time?” Yes, except if you want your car to be a little faster round the track than the others.

Cheers!





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leto

posted on 26/9/04 at 02:35 PM Reply With Quote
Craig

Tried Grape some years back. IIRC it do beam/truss analysis. Shells would be handy to do a fair analysis of a locost chassis, since there are some stressed skins.

Your chassis look grate! I especially like the bit between the engine mounts and the bulkhead. Might “borrow” that one.

Cheers!





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I'm gonna drive everybody wild
'Cause I'll have the only one there is a round”. (J. Cash)

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craig1410

posted on 26/9/04 at 03:25 PM Reply With Quote
Leto,
Firstly, thanks for the compliments. Did I mention I had patented my design? Don't worry, the Royalties aren't that expensive...

Regarding your first posting, while I agree with all that you have said I would like to add to it that there are times where you should definitely seek to improve the standard chassis and that is when some other aspect of your design has perhaps reduced normal chassis stiffness. In my case using two shorter "R" tubes to make room for my V8 is likely to reduce chassis stiffness by a significant amount (as per cymtriks notes) so my extra triangulation is included to restore (and hopefully exceed) the status quo in this regard. Also, the Locost chassis is designed for a lighter engine than I am running and so I think it is reasonable to attempt to stiffen the chassis to cope with this.

In general, I would suggest that anyone modifying the chassis should consider the other elements of the car, in particular the suspension wishbones, trailing arms and panhard rod because the chassis changes may result in increased loads on these components. If you were to make the chassis infinitely rigid then all stresses would be concentrated into the suspension mounts and components which they were probably not designed to handle. Think of the car as a "system" of interconnected components and make sure you don't move the weak link (there is always a weak link in any system) to a component which, if it it fails, would produce a catastrophic accident.

Cheers,
Craig.

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stressy

posted on 27/9/04 at 11:20 AM Reply With Quote
more info for craig

hi mate, back again, apologies for any confusion caused by my load case terminology.

Your basically correct with you response tho. when doing FEA you have constraint sets and loadsets (or cases).

Constraint sets may be for example, all four wheels supported to analyse overall bending, or 3 wheels supported one free for one wheel bumping, or rear wheels free to rotate but not move in space to look at a load applied from the front.

Loadcases correspond to these as maybe maximum braking inertia, lateral inertia, maximum bump etc.

The common approach with playing with chassis is to look at a simple torsional efficiency model, i.e twisting front to rear. This permits a comparative analysis of stiffness based on twist angle per unit load. On this basis you just need to apply a consistent approach as you are not always looking for real world values but just a comparison.

The accuracy of the constraints and load method with respect to the real world is the more complex aspect.

The thing to remember is that a comparitive stiffness test is just that, and a such strength must be evaluated seperately for the appopriate loads which may be encountered, with appropriate factors of safety applied. i think somebody already commented about the relationship between stiffness and strength?

Its also worth conemplating the stiffness to weight ultimate tradeoff and if your going really light then buckling stability.

I apologise for the vaigness of my post but it would take me days to try and cover everything!

If you ever fancy a chat just u2u and i will try and be as heolpful as i can without treading on anyones toes.

Cheers
Chris





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craig1410

posted on 27/9/04 at 11:51 AM Reply With Quote
Chris,
Thanks for that, it's quite an involved subject once you start to look into it...

Yes, I am aware that comparisons to real-world figures are not within my capability but my aim is firstly to "test" the book chassis and then see what happens when I widen the chassis 4" with everything else staying the same. Then I'll change the front end to match my own chassis and see where that leaves me. I also want to see which members are highly stressed in various scenarios to see if additional gussets or chassis tubes are necessary.

The chances are, given that I've now painted my chassis, unless I find a major deficiency this exercise is just an effort to better understand structural design and no changes will result from it.

Cheers,
Craig.

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stressy

posted on 27/9/04 at 12:07 PM Reply With Quote
Have fun





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leto

posted on 1/10/04 at 07:35 AM Reply With Quote
quote:
Originally posted by craig1410
Leto,
Firstly, thanks for the compliments. Did I mention I had patented my design? Don't worry, the Royalties aren't that expensive...

Cheers,
Craig.



Royalty offer:

------------------------------------------------------
I.O.U. (Craig) 1 (one) beer of choice.
To be delivered without unnecessary delay when we meet.

Leto
------------------------------------------------------


OK?

If you press me I might double that offer

Cheers!





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I'm gonna drive everybody wild
'Cause I'll have the only one there is a round”. (J. Cash)

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Spyderman

posted on 1/10/04 at 05:42 PM Reply With Quote
Just an observation that may be wrong!

It seems to me that there is some confusion or mistaking with the intentions of the chassis modifications.
Without applying any physical analysis by myself to the mods being discussed, just using what knowledge I have gained, it seems that people are mistaking modifications intended on improving chassis torsional stiffness with safety issues.

There are as far as I know of no chassis safety tests that have been conducted. All tests so far seem to be FEA torsional tests (although I may be wrong).

Making a chassis stiffer torsionally does not nessesarily make it safer, especially if material is removed to counter the extra X bracing.
It seems to me (again surmising) that the Aussie mods are the most beneficial, but without further testing it is all theoretical.
The only mods I see that could actually be called safety mods would be the addition of a full roll cage.

With an open top, open wheeled car there is very little that can be done to improve safety. Going full bodied open top can make as big a difference from a seven style car as going to fully enclosed body (tin top) from a full body car.

It is all a compromise!
So if you want it stiffer then you have nothing to loose in trying the mods, but remember that every component removed could be a safety issue.

Just my opinion!
Terry






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stressy

posted on 1/10/04 at 08:03 PM Reply With Quote
Spiderman

Have alook at my post about 5 or so above this one, you will see my attempts to suggest that an indicative torsional stiffness analysis finite element approaches is mearly a stiffness comparative tool and that strength assesemnt must be dealt with elsewhere using appropriate loading and constraint conditions.

When i ran ana analysis in about 1998 i ran 6 load cases, 2 stiffness and 4 strength. static strength cases were defined based upon dynamic loading equivelence. for the front impact case a non linear approach was applied in order to better characterise the structures ultimate behaviuor and identify any potentailly failure modes.

FEA will always give you the correct answer to many decimal places, engineering is about asking it the right questions......





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cymtriks

posted on 14/10/04 at 09:10 PM Reply With Quote
constraints - craig1410

Craig,
constraining all six degrees of freedom on both rear mounts is technically a no no as this removes any strain in the lateral chassis tubes. This is probably a small thing, but still wrong.

I'd suggest the following:-
Rear suspension mounts constrained vertically, a rear mid point constrained laterally and axially, a front mid point constrained laterally and vertically and the front suspension loaded one side up and the other side down.

This permits the chassis to adopt its natural shape under tosional load without adding extra stiffness.

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craig1410

posted on 14/10/04 at 10:28 PM Reply With Quote
Cymtriks,
Yes I see what you are getting at and it makes sense. To be honest I've not made any progress with my FEA activities in the last couple of weeks but I'll hopefully find time in the next week or so to revisit it. I'll certainly adjust my constraints as you suggest.

Thanks,
Craig.

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pgpsmith

posted on 16/10/04 at 01:37 AM Reply With Quote
Stressy,

In an earlier post you mentioned making some safety mods. Are they something you can share with us?

This has been a very informative thread. "Thank you" to all who have contributed.

Regards,
Mr. (still in CAD) Pete





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