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PostPosted: Thu Sep 06, 2007 6:29 am 
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Koa
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Location: Kings Mtn., NC, USA
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And what adhesive would someone use to laminate CF to brace stock, epoxy?

Thanks.

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PostPosted: Thu Sep 06, 2007 6:34 am 
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Brazilian Rosewood
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Arg, you're totally right (Tony and Mike). For some reason I was interpreting the statement as implying the center lam should be set in as all short grain, like one would do when laminating sides together, and it just made no sense. Too many perpendiculars in three dimensions.

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PostPosted: Thu Sep 06, 2007 7:24 am 
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People who ride road bikes and mountain bikes understand real well that CF has 2 important characteristics -
1) Strength to weight ratio.
2) Stiffness.
3) Vibration dampening.

The vibration dampening is very real. It does a great job of smoothing out the ride. It is used for frames, handlebars, forks, seat stays, stems, etc.

Just a guess - the high vibration dampening characteristic might not be the best thing in most steel string guitars.

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PostPosted: Thu Sep 06, 2007 8:42 am 
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Brazilian Rosewood
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The amount I'm talking about (and Mario uses) is really pretty minimal, and in terms of 'tap tone resonance', I don't hear huge/significant differences. Certainly not in terms of damping and/or ring, although I'll do a little more testing when I get the big stuff laminated up (X-braces, which is where I'm using it). Keep in mind I'm talking loose sticks of binding right now, not the easiest things to tap. The goal is to add enough CF to get rid of a memory effect, and longer term deformation (ie, bellying), not to add massive amounts of stiffness, if any at all.

We put CF in necks, after all, and I like what it does to those (mine resonate longer and at a slightly higher pitch, good sustain, after I glue the bars in compared to before gluing in the bars. It's selective stiffening that affects the main vibrational modes, but for necks at least, it does it in a way I like.

Anyway, I'll shut up about it now until I've actually finished a guitar with CF braces in it.


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PostPosted: Thu Sep 06, 2007 9:02 am 
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Old Growth Brazilian
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[QUOTE=ToddStock]
As for cool? I personally think a nice composite bowl-shaped back, a raised rosette made from mother-of-toilet-seat, and a single-piece cast aluminum neck would be oh-so-mega-cool...[/QUOTE]

Humm???? sounds like 1977 model Applause. you need one


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PostPosted: Thu Sep 06, 2007 10:06 am 
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[QUOTE=MichaelP]
Humm???? sounds like 1977 model Applause. you need one [/QUOTE] You got one? They make great beach/camping guitars, personal protective devices, and while not as good as Martin backpackers, they can can be decent canoe paddles in a pinch.
You just can't say that about any of our instruments.......well most of them....

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PostPosted: Thu Sep 06, 2007 11:33 am 
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Brazilian Rosewood
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I'll jump in here pretty late, and perhaps misguided...

One application in the lattice brace world is to cap the brace with the carbon fiber, right? So the fiber sheet is parallel to the top, separated from the top by the height of the brace? Some of the lattice braced guitars use this over a balsa brace, if my memory serves. ( Hard to commit this all to memory, when it's so esoteric. Actually, given the usual impression that the classical world is so set on the basic design of each of it's instruments, I'm impressed that a lot of the innovation in the classical guitar world is really out there, compared to the historical designs.)

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PostPosted: Thu Sep 06, 2007 2:12 pm 
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Koa
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ust a guess - the high vibration dampening characteristic might not be the best thing in most steel string guitars.

bad guess(and a pet peeve with these forums is the number of guesses posted...).

Yes, CF will have higher damping properties... when compared to the metals otherwise used in bikes. When compared to woods, CF has much, much less damping.

We don't build bikes......

And yes again, CF, when used as i do, will add weight, though minimally, to the brace, stiffness to stiffness. But a higher stiffness to weight ratio wasn't my goal in using CF; for that, cap it. But be careful capping braces, for it's ridiculously easy to overbrace at that point, with no recourse, other than ripping the cap off.  The world's lightest bracing scheme still won't make a sound if it's so stiff the strings can't make it move.


 I have more evil goals for its use...

Muahhahaha!!!





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PostPosted: Thu Sep 06, 2007 3:11 pm 
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Walnut
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The Left Brain Lutherie forum did a big thread on this recently.  One of their engineer types did weight/stiffness tests with CF/spruce braces vs non lam spruce only braces and came out that spruce only braces scored better on weigh/stiffness.  (Note: this was my interpretation,,,  to be taken FWIW)


Prob being that the lamination such as in the pic from McPherson tho cool looking, wastes a lot of the CF's properties. 


An I-BEAM structure with the CF on the top, the spruce brace as the web, the soundboard as the opposite piece to the CF was stronger in a weight/stiffness test.


Reason being that using CF in the web of the beam places it where it flexes less, instead of out on the top of the I BEAM where it acts in compression/tension. 


McPherson = lots of weight, not as much stiffness gain compared to I-beam structure, tho great marketing. Some things are just cooler'n hell.  (Ray Wylie Hubbard said that)


So, I side with Todd


Who the heckam I and what does it matter what I think? 


Dave



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PostPosted: Thu Sep 06, 2007 3:27 pm 
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Koa
Koa

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<sigh>


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PostPosted: Thu Sep 06, 2007 3:58 pm 
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Koa
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I top back braces with .021" CF and also top the back center seam reinforcement strip with the stuff. The back braces bridge over the continuous center strip.   It's unbelievably strong. The first one I did was on HK's Antarctica guitar and I only did the back braces.   I was able to stand on the back before I glued the top on.   

On my latest acoustic, I lined the reverse top kerfing with CF and then used CF for binding around the top. You want to talk stiff and strong? Once again, unbelievable... It's all in the engineering as to whether you take full advantage of the stiffness properties of CF.   


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PostPosted: Fri Sep 07, 2007 3:31 am 
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Koa
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Rick, this may deserve another thread but what's the advantage of that much strength/stiffness in a box?  I'm a believer in stiff boxes and use solid linings and round shoulders and butts (except on my dreads, although I'm working on that) to make them stiff.  But I would expect diminishing returns as you go stiffer than that.  What makes it worth that much effort to go from stiff to bombproof?  I assume the bindings in particular add some noticeable weight too?  Are you trying to get rid of the buttresses in the process?


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PostPosted: Fri Sep 07, 2007 3:52 am 
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Brazilian Rosewood
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[QUOTE=Kent Chasson]

Rick, this may deserve another thread but what's the advantage of that much strength/stiffness in a box?\

[/QUOTE]

They'll get a big surprise if they ever try to use one of Rick's guitars in a Juicy Fruit ad

(For those outside North America, or who don't watch TV, there was a series of ads last year of some hooligans running around smashing guitars on people)

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PostPosted: Fri Sep 07, 2007 2:34 pm 
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Koa
Koa

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I am basically building in an ultra stiff skeleton to which wood is attached. I'm pushing the wood parts thinner and thinner now, and the guitars just sound better and better to me. Bear in mind that there are other things that are somewhat "off center" about this series of guitars...the graduated top, fan bracing coupled to the X, flying buttresses, cantilevered fingerboard...on and on.

What I'm trying to achieve (and it seems to work) is a lot of headroom, really good harmonic sustain, and almost archtop midrange punch, but supported with flattop low end.

The carbon fiber binding is not significantly heavier than celluloid would be.   The trick is in engineering where the CF is used, and as surfaces on structural elements, I'm maximizing the modulus potential.   

I understand the usage as a center vertical lamination, but that isn't the most efficient use from an engineering point of view, though it does allow later "voicing" which my system is not great for.   


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