something stiffer than bamboo...
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something stiffer than bamboo...
I have been using vertically laminated bamboo and have found that I can make a pretty thick core that is still not stiff enough. What woods are light but stiffer than bamboo?
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Re: something stiffer than bamboo...
I use bamboo in all my cores. May I ask what your layup consists of? What your using for glass?JackJack wrote:I have been using vertically laminated bamboo and have found that I can make a pretty thick core that is still not stiff enough. What woods are light but stiffer than bamboo?
- MontuckyMadman
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its the west if you are compression molding then it presses it all out and it has very little stiffness IMO.
Poplar will have the lightest weight to strength ratio of any abundant wood.
Pie are good to but screw retention is poor.
Aspen is softer but still very light and good wit the right epoxy.
We use poplar/maple or poplar/beach.
Poplar will have the lightest weight to strength ratio of any abundant wood.
Pie are good to but screw retention is poor.
Aspen is softer but still very light and good wit the right epoxy.
We use poplar/maple or poplar/beach.
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thanks for the info, I dont really want to use any fabrics that do not go transparent as I want to see the wooden core at the end. is it a good idea to sandwhich uni directional fibreglass between the edges of the core and the sidewalls and let this cure before lay up?
I thought that this might make the whole thing much stiffer without having to make it really thick
I thought that this might make the whole thing much stiffer without having to make it really thick
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That will add very little stiffness unfortunately. You'd be better off using a bi-directional weave at +/-45 deg, since that layer between the core and sidewalls would be acting as a sheer layer.JackJack wrote: is it a good idea to sandwhich uni directional fibreglass between the edges of the core and the sidewalls and let this cure before lay up?
I thought that this might make the whole thing much stiffer without having to make it really thick
- MontuckyMadman
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Ignoring the composite, the bending stiffness of a uniform rectangular beam is EI, where E is young's modulus (look it up), and I is the moment of inertia.
For a rectangular cross section of width b and height h, I = bh^3/12.
Of course it's more complicated than that because h (core thickness) isn't constant along the length, neither is b (if you have sidecut), and then you have the addition EI from the composite layers. But very generally speaking assuming (and therefore ignoring) consistent composite layers, ignoring core profile and sidecut, the stiffness goes with the thickness (h) cubed.
For a rectangular cross section of width b and height h, I = bh^3/12.
Of course it's more complicated than that because h (core thickness) isn't constant along the length, neither is b (if you have sidecut), and then you have the addition EI from the composite layers. But very generally speaking assuming (and therefore ignoring) consistent composite layers, ignoring core profile and sidecut, the stiffness goes with the thickness (h) cubed.