cclancy
Active member
Warning: This is a bit of a rant.
This thread will only make sense to those of you who have read Gore & Gilet Guitar Design/Build books.
Sorry, but I’m not going to attempt to explain anything to those who haven’t read the books. (That’d be far too difficult a task to do here).
That said, in arriving at some target data from guitar data, I have made some assumptions. If you don’t agree with them then say so – it can only help us all.
Ok then.
First up, is it really worth doing??
Professional builders have proven that the standard fan bracing with bridge plate works well.
Actually, some have even proven the value of no fan braces when a large carbon fibre bridge plate is installed.
Installing a single piece of carbon fibre weave is a hell of a lot easier than making multiple bent braces & gluing them in with carbon fibre strands.
Is it a case of just re-inventing the wheel.
Three things swayed me to go ahead.
1: I know that Allen spent a considerable amount of time and effort successfully creating his lattice braced ukes.
2: The concepts of the bracing system, whilst intended for the guitar, should translate well to a ukulele – it’s the same physics right!?!
3: As Rick is so fond of saying – Stop thinking about it and JUST DO IT.
So after stewing for quite a long time on the info presented in these books, I decided it was finally time for action.
The bracing system is just one of the concepts presented by Gore/Gilet. An important aspect is being able to repeatedly obtain the same stiffness in a plate regardless of its individual characteristics.
This is achieved by varying the final thickness of different plates so that they all have the same stiffness.
I first set up the Plate Thickness Calculation (4.5-7) in Xcel.
The authors kindly include a table (4.5-3) of their own test data on various tonewoods which allows you to check that your spread sheet calculations are entered correctly & your answers are correct. (I found that there was a small margin of error between my determined values and the table’s)
Righto, time to apply all this to a concert uke test build – let’s call her Prototype 1.
Again, the author’s kindly include their target stiffness values (f) for both steel string and classical guitars.
So what is the target stiffness of a concert uke plate?
I don’t know either.
So here’s what I did.
Most of the experienced builders here have suggested using a top plate thickness of between 1.8mm (for hardwoods) and 2.0mm (for spruce). Obviously this is very general, but it served to give me a starting target.
I inverted the equation so that I could enter in a design thickness value of 2mm and get an output value for the target stiffness.
As my top plate is englemann spruce , I entered in the 10 different sets of values for englemann spruce given in table 4.5-3, using the body length & lower bout dimensions of my concert ukes.
This gave me a stiffness value average of f=175 (with a range of 159 to 189)
But this is giving the f value for a standard braced top.
By using a falcate bracing design I want to improve on the concept of top weight reduction without loss of stiffness (as Allen does with his lattice braced tops).
So I’ve arbitrarily reduced the stiffness value to f=150.
Out to the wood stash and grab the pre-prepped bit of spruce I intend to use for the top.
I used Strobosoft to find the Long, Cross and Twisting vibration mode frequencies.
Then weighed it & measured it.
Plugging all this back into the equation gives a target thickness for my intended top of 1.7mm
Seems to me like a reasonable place to start the build.
This thread will only make sense to those of you who have read Gore & Gilet Guitar Design/Build books.
Sorry, but I’m not going to attempt to explain anything to those who haven’t read the books. (That’d be far too difficult a task to do here).
That said, in arriving at some target data from guitar data, I have made some assumptions. If you don’t agree with them then say so – it can only help us all.
Ok then.
First up, is it really worth doing??
Professional builders have proven that the standard fan bracing with bridge plate works well.
Actually, some have even proven the value of no fan braces when a large carbon fibre bridge plate is installed.
Installing a single piece of carbon fibre weave is a hell of a lot easier than making multiple bent braces & gluing them in with carbon fibre strands.
Is it a case of just re-inventing the wheel.
Three things swayed me to go ahead.
1: I know that Allen spent a considerable amount of time and effort successfully creating his lattice braced ukes.
2: The concepts of the bracing system, whilst intended for the guitar, should translate well to a ukulele – it’s the same physics right!?!
3: As Rick is so fond of saying – Stop thinking about it and JUST DO IT.
So after stewing for quite a long time on the info presented in these books, I decided it was finally time for action.
The bracing system is just one of the concepts presented by Gore/Gilet. An important aspect is being able to repeatedly obtain the same stiffness in a plate regardless of its individual characteristics.
This is achieved by varying the final thickness of different plates so that they all have the same stiffness.
I first set up the Plate Thickness Calculation (4.5-7) in Xcel.
The authors kindly include a table (4.5-3) of their own test data on various tonewoods which allows you to check that your spread sheet calculations are entered correctly & your answers are correct. (I found that there was a small margin of error between my determined values and the table’s)
Righto, time to apply all this to a concert uke test build – let’s call her Prototype 1.
Again, the author’s kindly include their target stiffness values (f) for both steel string and classical guitars.
So what is the target stiffness of a concert uke plate?
I don’t know either.
So here’s what I did.
Most of the experienced builders here have suggested using a top plate thickness of between 1.8mm (for hardwoods) and 2.0mm (for spruce). Obviously this is very general, but it served to give me a starting target.
I inverted the equation so that I could enter in a design thickness value of 2mm and get an output value for the target stiffness.
As my top plate is englemann spruce , I entered in the 10 different sets of values for englemann spruce given in table 4.5-3, using the body length & lower bout dimensions of my concert ukes.
This gave me a stiffness value average of f=175 (with a range of 159 to 189)
But this is giving the f value for a standard braced top.
By using a falcate bracing design I want to improve on the concept of top weight reduction without loss of stiffness (as Allen does with his lattice braced tops).
So I’ve arbitrarily reduced the stiffness value to f=150.
Out to the wood stash and grab the pre-prepped bit of spruce I intend to use for the top.
I used Strobosoft to find the Long, Cross and Twisting vibration mode frequencies.
Then weighed it & measured it.
Plugging all this back into the equation gives a target thickness for my intended top of 1.7mm
Seems to me like a reasonable place to start the build.