A different approach to bracing

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rgogo65

A different approach to bracing

Post by rgogo65 »

Here is a bracing pattern basically following a form developed by Somogyi..
To me, the the idea of a lighter bracing method is kind of moving in the right direction. At least in theory.

Image

The main X is 5/16" by 5/8". The others are "1/4" X 5/8". You can really bring the braces to a fairly sharp point without losing very much as far as stiffness is concerned.

Think of it like an I-beam. It isn't the width of the plates that make them stiff, it is the distance between the plates. Bringing these off to a near knife edge reduces weight, maintains stiffness, and makes voicing a snap. No more scalloping of braces.

You simply use a finger plane to remove material, tapering each brace off until the tap sounds nice and loose. High and tight sounding is not good. You want the top to feel as if it is going to vibrate with ease. You have to remove the box from the form to voice this way, but it's said the results are more than worth any little hassle that may cause. Just as a side note...the braces are actually concave, like a hollow ground knife blade would be.

(I'm also told the tripple X is possible because the fingerboard is elevated and does not put direct pressure on the top forward of the sound hole on this particular guitar).

The top shown is somewhere in the neighborhood of .095 but it was very stiff spruce... so it would depend on deflection if that's your guide to that point?
In any event.... I'll yield to your opinions...and listen.

Ray
deadedith

Re: A different approach to bracing

Post by deadedith »

I like the symmetrical look, but I just am not a good enough judge of these matters to weigh in. I did build one guitar with parabolic bracing, and one following a Larivee style; they both turned out well but have not been out there long enough to see how they hold up.

Somogyi thinks the symmetry is a positive thing, all areas are well and equally braced, and hey, he's Somogyi after all and may be right. I just don't know and hope some of the heavy hitters here will weigh in.

Thanks for the post; very interesting.
DaveB
Tony_in_NYC
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Re: A different approach to bracing

Post by Tony_in_NYC »

I suspect there will be some backlash against Somogyi's methods since he does not back up his info with data. However, the only data I need is the price tag on one of his guitars.
I think the braces look good. I just can't wrap my head around the lower X-brace being lighter than two tone bars. Plus, they leave less free plate to vibrate than traditional bracing...thats not exactly what I mean...but I am having difficulty putting it into words tonight. Not enough sleep last night.
Traditional bracing leaves more long narrow stretches of plate to vibrate. This method leaves smaller, symmetrical areas. Whats better? Heck if I know. It sure looks nice though!!
Give it a shot Ray. I am certain it will still sound like a guitar when you are done!
rgogo65

Re: A different approach to bracing

Post by rgogo65 »

You are welcome David, and that's my reason for posting, it is an interesting concept..my concern... strictly from a gut feeling, is that the bracing appears to be, in a word... fragile.
And that may not be the case at all because the pressure and strength is in the height of the brace but it just makes me nervous.
Unfortunately I fear durability and the potential success of the design can only be measured in time.

Tony,
There must be some merit in the reduction of mass in sound-wave production and transfer.
I THINK it's the sum of the componets but of course I can't prove that...I guess he can't EITHER huh?
Yeah Boy....what ever he does must be working...a $26,000 base price with a back log time approaching 2 years speaks volumes about something being right.

Ray (:0)>}
Tony_in_NYC
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Re: A different approach to bracing

Post by Tony_in_NYC »

rgogo65 wrote: Yeah Boy....what ever he does must be working...a $26,000 base price with a back log time approaching 2 years speaks volumes about something being right.

Ray (:0)>}
It means if he only builds 2 guitars a month, he has a back log of about $1.25 million in orders. And thats at his base price. Compare that to my back log of two guitars a year at $1500 and well...you can figure out why I still have a day job!!
rgogo65

Re: A different approach to bracing

Post by rgogo65 »

Runningdog wrote:Ervin's a friend and builds wonderful guitars. But I'm not taken with this approach. I don't see any weight savings, it works against several concepts that I think are valuable, and it raises some long-term structural issues.

Al Carruth reminded me that braces account for no more than 1/3 of the mass of the whole X-braced soundboard. A small savings there doesn't amount to much. Now if there were a way to lighten the plate, that would be helpful. Lattice bracing has the potential to support the plate well enough to allow it to be thinner and thus lighter (this bracing appears to be a sort of lattice-lite) but the weight of the braces almost offsets that gain. In nylon-strung guitars, lattices are becoming more common and successful; so far, that's not true of steel-string instruments.

So, first, this seems over-braced to me. 5/8" height by 5/16" width is pretty massive for the main X. For the lower braces, it's very stiff even for the usual parallel tone bars; for an X, it becomes extremely stiff. That has to hurt response and resonance. I'm not sure that an upper X is more effective at resisting the pressure of the fingerboard extension than a simple transverse brace but it probably doesn't affect tone production so what the heck. If the ends of the upper X are firmly attached to both the main X and to the linings, it should be better than the transverse brace alone at resisting folding around the soundhole. Better than transverse plus soundhole braces? Probably, but one would have to test it to see.

Second, I'm not a fan of making the plate thin and regaining stiffness with overly-stiff bracing. It tends, all else being equal (which I admit it never is), to produce a thinner, less complex and rich sound. I prefer a somewhat thicker soundboard and "balanced" bracing -- the whole top, bracing and plate both, have to work together. It's a fine line. Ervin's guitars that I've played and heard are pretty forward (which I'd expect given the thinner plate) but not extreme. His flamenco guitars have the power and brashness you'd want for that style. For my taste, his steel strings tend to be too much like his flamencos.

Third, I like asymmetry. The soundboard must produce a range of frequencies evenly. Too much symmetry seems to me more likely to favor wolf tones, as evidenced by many double-X braced Larrivees. My thought is that many irregular, differently shaped and sized areas between braces (and, if you scallop, along each brace) are better at creating that even response.

If the ends of the upper and lower X's are not mortised into the central X, I am concerned about them loosening. They're quite stiff, especially as pictured, and any impact on the top will tend to pop them loose. Long, flexible tone bars are much less of a problem in this regard.

And then there's that bridge patch ... If you ever try tapping a top with all the braces but no bridge patch, you'll know how much it affects the response. A smaller patch would, in all likelihood, favor more response and richer tone as well as save some mass. Why does it extend all the way to the intersection of the X? That's the stiffest area, well above the bridge, and shouldn't need extra reinforcement.

Structurally, a triangular brace is 1/2 as stiff as a rectangular one of the same base width and height. The I-beam example is not applicable in this case since the brace doesn't have a wide base and top like an I-beam but rather tapers from base to top. Shaving braces to a triangular cross-section is a great way to reduce stiffness more controllably than lowering them since the stiffness changes in a linear manner as you reduce width. (Reducing height lowers stiffness proportional to the cube of the height.) The "hollow grind" cross-section can work against you if taken to an extreme -- you'll suddenly lose stiffness if the narrow peak flexes out of column. That's why braces were usually made in a bullet shape: you save some weight by rounding the top, maintain stiffness, and don't risk having the brace fatigue.

So it looks to me like a really well-executed soundboard but one that may be disappointing in performance and durability. I'll be interested to learn more as the guitar is completed.
Thank you for your logical and well executed response. Heck, it even made sense to ME! :)

I initially rejected your assessment of the bracing strength of the triangle shape, simply because one forms habits.

From an engineering standpoint, triangles are usually very hard to beat... but after carefully re-reading your statement and actually THINKING a little myself, it's obvious. :)

Again, thanks a lot for much thinking stimulus. I am sure there ARE yet undiscoverd ways to STILL improve our beloved guitar.

Being able to produce the sound and "Feel" of the Masters in a consistent and repetitive manner still escapes most of us...

Maybe one day.. (:0)>}
tippie53
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Re: A different approach to bracing

Post by tippie53 »

I must add a few points for discussion . As that example has the upper X brace into the main X there is a focal point for force at this joint . I think there would have been a better point of attachment to share that load. I don't see an advantage to a thin top with thick bracing . I won't go below .105. I like deflection testing for figuring the tops strength characteristics .
I take Ricks point on triangular braces but if we take a rectangle and use that cross section as a reference and then make a triangular brace that has the same cross sectional area the triangular brace will be stiffer but Rick is correct on his statement without question .
We all build looking for a certain sound and then try to accomplish that . I love building and sharing ideas .
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president of Association of Stringed Instrument Artisans
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Darryl Young
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Re: A different approach to bracing

Post by Darryl Young »

Ray, here are some of my thoughts.......but take them with a grain of salt as I have very little experience.

The X in the lower bout appears very stiff! Remember that when two braces intersect, the stiffness rises significantly. Also, the lower bout is the most critical area for developing sound (tone and volume) so this is an area you really want moving. Al Carruth uses an X brace in the lower bout for symmetry. I have read where he stated that most won't thin the X braces thin enough to work well......so they give up on them. With that in mind, I wouldn't be afraid to stick with your theme.......but reduce the height of the lower bout X by roughly half the height......and taper the height of the legs running toward the tail significantly.

The monopole movement of the steel string guitar is VERY important to the volume, bass response, and tone color of the instrument throughout it's frequency range. This is where the whole lower bout moves in and out like a loud speaker (the bridge is bouncing up and down......or in and out). Supress the monopole response and you probably won't be happy with the guitars sound. With that in mind, the middle of the lower bout moves the most in monopole mode and that is where you have the intersection of the lower bout X. I'm thinking this will suppress the monopole movement of the top so will sound thin and bright lacking depth and bass.

So just my opinion (and I could be wrong), the lower bout X could use thinning to optimize this design.
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Darryl Young
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Re: A different approach to bracing

Post by Darryl Young »

Another thing to consider is how the bridge rocks side to side. This is called the cross-dipole. Just an opinion but the finger braces appear very stiff and this area helps with treble response. It's a judgement call but I would consider reducing the height of the finger braces......especially in the area next to the X-brace which is already very stiff.
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Darryl Young
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Re: A different approach to bracing

Post by Darryl Young »

The only other thing I'll add is that if you taper the braces to a sharp point, the edge can easily be chipped off or break off. If this happens, you have a drastic reduction in the stiffness of that brace (the stiffness is reduced by the cube of the height so a small reduction makes a large difference). Also, a very thin brace is easier to split.......then all bets are off stiffness wise. You might consider this when deciding on a minimum thickness for your braces. If I were voicing the braces on my build again, I wouldn't have went quite as thin as I did on the outer edge. This is the part of the brace carrying most of the load under tension.
Slacker......
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