Design materials change for vtol/stol design:
All ribs, spars, keel stringers to be replaced by 1/16 ply, 3 ply.
Looking at the 1/5 scale drawings, unsupported skin spans are around 200 mm (6 inches) in the longest dimension.
The deepest wing section is 50mm (2 ins) this raises the case of significant shear between ribs, spars, and skin.
Also I am now using ply spars with doubled center sections, making 3 layers in the doubled sections, so it makes
sense for all spars to be full depth 1/16 ply, and if spars, why not ribs? - every 200mm, anyway.
There are advantages in unsupported span with ply in the fuselage sides, as well.
The fuselage rib profiles (the circular frames with the big hole in the center) don't need to be
as wide at the sides. - There are significant straight sections in the fuselage walls.
To counter the expected shear loadings, all doublers and load spreaders will now be 1/16 ply, and spars will have 1/16 x 10mm (3/8 ins)
capping strips. (epoxy bonded to the skin).
With the continuous span, and epoxy coating, the 1/32 balsa skin should be sufficiently taut and resistant to bending and puncture.
the maximum loading is 3gs, or 150 oz/sq ft - what is this over a sq inch? = about 1.1 oz/sq ins- not enough to cause
significant deflection or skin stress. in a 6 inch sq area - that is 36 sq ins, or 2.5 lb evenly distributed over the surface.
this is similar to 1 lb spread over the center 4-inch-sq (16 sq ins) and like a thumb applying 3.5 oz to the very center.
This would provide minor deflection if the 6 x 6 area was only supported at the edges, but nowhere near a rupture load.
I can do some calcs, assuming that most of the load is supported in the grain direction .
This is similar to a built-in beam-not exactly, as that is based on bending being resisted by the built-in ends.
Most of the load here is resisted by the skin tension, and very little by the skin bending modulus.
No doubt there is a worked example somewhere on Google that I can look at.
The epoxy coating should be enough to prevent rupture across the grain.
It has similar properties to polyester monofilm.
It should be flexible enough in a thin coating to resist cracking.
A possible failure mode is buckling under compression across the span. This may need additional lengthwise stringers,
1/16 sq balsa?? Additionally, rib spacing may be reduced to 3 inches using alternate 1/16 in ribs.
Do I need to do this? How could I calculate any improvement?
Assembly of the ply structure can be with standard CA glue, thick,. (Superglue).
Since this stuff is very hard and brittle, and not very strong, all joints
will be given a coating and fillet of 15 minute epoxy glue, to add some toughness.
This gluing arrangement reduces the need to hold the joints in alignment while the glue sets.
I may also use some balsa cement, as this is thick and sticky, and helps hold material in place.
Any other ideas on sticky glues that assist with assembly?
Several questions now arise:
1) Bass ply is cheapest, at $ 100 nz per sq mt. Birch is $ 191 nz per sq mt.
Is there any reason why Bass may not be suitable?
2) should I bore lots of holes in the ply?
My estimate is spars have useful sections of 10mm x 1.6mm (3/8 x 1/16 ins).
and rib sections can be 5mm x 1.6mm.
Holes save 35 % of weight with spars, and 56% of weight with wing ribs.
Is it worth while cutting all these holes? I estimate there will be 1/2 sq mt of ply, at 0.3 kg total. (Bass)
Total weight estimate of the airframe is 500 g, so this is a substantial fraction. I will recheck after I have done all the patterns.
What do you think?
I don't want to notch any ribs or frames if I can get away with it. (This is about using 1/16 sq stringers).
This just means frames need deeper sections, and makes a lot of work.
Similarly with lightening holes; I will need to buy a set of wood hole saws in a range of sizes.
I do not think cutting each hole with a fretsaw is practical.
I notice basswood averages 450 kg/m2 density, and birch 600 kg/m2 density,
and similar proportions probably apply to strength.
However, if I can remove 35-55 % of the area, strength can't be that critical.
Possibly moderate strength, hardness, stiffness are the key features?
1/16 balsa gets a bit squidgy across the grain in sections over 3/4 of an inch deep.
Balsa 1/16 spars won't take much compressive side loading in the middle of a span between ribs.
The epoxy bond to the skin supports it a bit.
Use of ply spars will distribute aerodynamic pressure a bit better.
Looking at the properties of Basswood vs balsa, there are some interesting points.
1) balsa is stronger in tension along the grain, but weaker for all other characteristics (metrics).
2) balsa is 29% the density of basswood.(lighter, 1/3 the weight.)
Bending yield-bass = 40.7 MPa (maximum compressive load in the outer fiber)(bending stress lingo
)
Axial strength Balsa = 73 MPa (tension)
Crushing across the grain-balsa = 1 MPa
Basswood crushing across the grain = 2.4 MPa
Behaviour in shear is probably critical to this design- that is what the doublers and load spreaders are for.
I will look those up and do a few calcs.
Bending yield-balsa-not given - but compressive strength along the grain is about 12 MPa, which gives some idea of its bending behaviour.
It is likely to fail by local crushing when bent.
These characteristics make balsa suitable for end-grain composite with fiberglass.
The benefits of Basswood vs Birch are that it is lighter, while providing adequate strength and stiffness in 3-ply.
Any ideas on the above points?
Anybody keen to try and read this lengthy epistle?
Comments are welcome.