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I have a classical with one, and lattice bracing
Review: Eastman Double Top Series DT30D (guitar.com)
I've never played one classical, acoustic or otherwise. Possibly a bit of an interesting blind alley in the evolution of the acoustic?? Full marks to Eastman though. Very pretty guitar too.
Vintage?
Lol
My YouTube Channel
I think there are some good traditional guitars for that money, so I'll pass on the laminate top.....
My YouTube Channel
https://goyetteguitarcenter.com/product/yulong-guo-koa-concert-classical-guitar-with-spruce-double-top
definitely a different sound
The principle has been known and used in other applications for a very long time. It is the standard and best way to make the lightest possible structure of a given strength. Buildings and bridges and structural members of aeroplane wings all use the same basic idea, which starts from the knowledge that nearly all the stress on a beam is concentrated on the outer layers. Structures of various other shapes work the same way. If you have, for example, a 6 x 2 flooring beam and put a piano above it, the top few millimetres of the beam are heavily loaded in compression (which is some help but not much because wood is fairly weak in compression) and the bottom few millimetres are heavily loaded in tension. The wood in the 150-odd mm area in between the top and the bottom doesn't do anything much other than hold the two working sections apart.
This is why skyscrapers are made using I beams: an I beam has lots of material at the top and the bottom where it is effective, and as little as possible between. But the same principle applies to other forms too, including flat sheets.
Racing dingies (small, very fast yachts) are routinely made using sandwich construction. When I was a growing up (many years ago now!) they were made from the lightest possible woods, mostly Western Red Cedar (the same cedar we use for guitar tops). Ply was preferred for most tasks. It can be stronger for a given weight because you can use thin layers of a strong timber on the outside and a thicker middle layer of something softer and usually cheaper, and also because it's much better on the cross-grain. Everyday yachts were often made from fibreglass but fibreglass of the required strength is heavier than timber, so racing yachts always used wood. About this time the smart builders figured out that they could make something lighter and stronger by having a thin layer of wood coated with two very thin layers of fibreglass. The timber filler is loaded vertically in compression (the top and the bottom "want" to squeeze closer together; the task of the filler is to resist that) and timber is stronger when compressed end-on rather than sideways, so the next step was to use end-grain timber. What was the lightest possible timber strong enough to hold the outer sheets apart when used in end-grain? It turned out to be Balsa, and fibreglass over end-grain Balsa became the standard racing yacht construction material. As time went by refinements were made: carbon fibre and Kevlar replaced glass fibre; the end-grain Balsa was replaced by expanded polystyrene foam.
To guitars. If a light top is desired, wouldn't it make sense to do the same sort of thing? Couldn't we make a top just as strong but lighter and more responsive by using a sandwich? Yes indeed. It gets more complicated than a yacht because we don't just want strength and light weight, we also care about the vibrational qualities of the top. So the top and bottom layers are made of a suitable tonewood such as spruce, while the filler is carefully chosen to have good acoustic properties. Oh, and it is important to use as little glue as possible while still getting a good bond.
(Not being a classical player I've never played a double top classical. I do see them advertised from time to time, mostly very expensive single luthier ones but I've not paid much attention.)
I however own a falcate braced guitar and have another one under construction. The top is orthodox timber (Englemann Spruce in the example illustrated) but the braces are curved and made from a carbon fibre-timber sandwich. There is no necessary connection between falcate bracing and sandwich brace construction but they tend to go together.
The curves are designed to spread the loads better than an X brace does (whether that makes any practical difference I could not say), the sandwich construction allows the use of a much smaller, lighter brace with equal strength. The end result is a lighter, stronger top - i.e., the same sort of thing that double top construction aims at.
Does it sound better? Does it play better?
I think there is such a thing as a top that is too light. This guitar - it has long since been completed and now I play it every day - approaches that limit, in my opinion. There are certainly things that I don't normally play on it because they are a bit much for it. Cheaper, more solidly built (some would say "over-built") guitars do better in those styles.
Equally, there are things that it does far better than any of my other instruments.
Personally, I wouldn't choose it as an only guitar* - but then I have rock 'n roll roots and like to thrash a bit from time to time. Someone who plays more delicate "fingerstyle-style fingerstyle" (so to speak) would have a different view.
In short, I reckon this guitar is close to the limit of how light a top should be - not from a strength perspective, modern engineering of things like falcate bracing and double tops makes low-weight strength a bit of a non-issue - but from a playability perspective. I think a top needs a certain amount of weight to play well. (Or can stiffness substitute? Imagine, as a thought experiment, a top with zero mass but given stiffness qualities. Any reason that couldn't sound good? I think my head just exploded.)
One last thing. For most players, volume is not terribly important. For many players, it really doesn't matter much at all. But for a couple of very large sub-groups, volume is all-important. The obvious example is classical players, who to this day attempt to fill an entire hall with an unamplified instrument. Doubtless this is why double tops are more of a thing in classical circles (despite the almost legendary conservatism of classical players!). I have not heard of a flamenco double top (how would it cope with all that tapping?) nor does the idea seem to have taken off with bluegrass players (who seem to be, if anything, even more conservative than the classical crowd).
( * As a matter of interest, that thought prompted me to run an eye over my little collection of seven and conclude that there is really only one that would make a first-class only guitar. That might be worth a new thread.)
When they test the samples with compressive load to failure, it's always the top face that fails (I assume the bottom layer is under tension, and can cope easily)
For those who don't know, because classicals use nylon strings at very low tension, they need much lighter bracing to be able to move the top and make an adequate sound. Hence why using steel strings on a classical will damage the guitar.
(Aussie-made) Smallman classical guitars are typically well over £25k, and have lattice bracing, John Williams has several, and I think plays them as his main instruments
Greg Smallman - Wikipedia
Stephen Hill in Spain also makes these, I have a 1A, it is amazing, and I bought it in preference to the Ramirez 1A I went to see at the shop:
Stephen Hill Concert guitars (stephenhillguitars.com)
The Yulong Guo ones are also lattice braced. I tried a double-top steel strung one once, it was good, but not as good as Lowden/Avalon/Goodall/Santa Cruz. I assume steel strung guitars don't benefit as much from the design
These are both Nomex double tops.
anyway was just interested to know if anyone had any real world experience of playing them, and how they differ.
just because you do, doesn't mean you should.
LOL, thanks - I do tend to nod off after two paragraphs
Always "sceptical" of anything "not solid" - but after reading the Lowden/Jon Gomm special hybrid laminate thingy a couple of years back, its regained the "I wonder what/if" status in me
just because you do, doesn't mean you should.
but there are also needs for the web to have strength for example for the beam to resist shear (typically vertical) forces and to resist torsion
the majority of the mass of the web is too close to the neutral axis (see below) of the beam to build up any significant forces in-plane. At the neutral axis itself there is zero stress
so optimal beam design is to optimise the distance between the 2 flanges and their thickness/width so that the stresses therein are kept within material failure stress, and which have as light a weight as possible.
we often see the use of composite beams, which only have one real flange made of concrete connected to a “deep” flange of steel. The concrete takes the bending (moment) in/by compression which it is very good at. And just the web is often enough to take the tension stresses induced the other side of the neural axis (the point where on one side it’s in tension and the other in compression)
this then gets more fun when we talk about a “plate” or “diaphragm” where we have the 3rd dimension to consider too and its contribution to resisting loads
So is this the time to ask about lattice beams? As I understand it, they don't work like plain beams or I beams or even I beams with holes for lightness, but are a bit of a law unto themselves.
(OK, I'm a million miles off topic now, but I've already had my "be nice to @bertie" moment for the day, so why not?)
OK, ta. I was just thinking of a ruler bends easily one way but is almost impossible to bend the other way.
Assuming, as you say, a beam where the load is pulled by gravity, as in downward. Like a wooden beam is deeper than it is wide.
Guess it's not that simple.