My personal motivation comes from the fact that I’d like to tow the tear with a microcar that has a VERY limited amount of horsepower (21 HP). It’s the little red car behind the hummer.
I thought it might be interesting to start by comparing some baseline weights with some alternatives to show, generally, what kind of weight-savings might be possible. Obviously, solid plywood is what would be considered the ‘easiest, but not necessarily the lightest
Solid plywood
¾ plywood ~75 lb/ sheet or 2.34 lb/sq ft
½ plywood ~50 lb/sheet or 1.56 lb/sq ft
3/8 plywood ~36 lb/sheet or 1.17 lb/sq ft
(Plywood, if you hadn’t picked up on that, weighs about 12 lb/1/8 inch of thickness for a 4’X8’ sheet)
Sandwich
1/8 plywood weighs about 12 lb/sheet
The Home Depot foam is around 2 lb/cu ft.
To make a sandwich requires 2 sheets of the 1/8 inch
There are 32 square ft/sheet per sheet and we’ll assume the sheet is 1 inch thick
Weight of the core is 32/12*2 = 5.33 Lb+
Total weight for a 4X8 sheet of sandwich = 2*12+5.33 = 29.33 Lb
Weight per sq ft is 29.33/32 = .92 Lb/sq ft (not including adhesive between the skins and core)
So far what I’ve shown is just a comparison to solid plywood and thin plywood with a foam core weight. Note that even using the 1/8 facesheets on a 1 inch core results in a structure that is lighter than building with 3/8 inch solid material and is 2.34 times as stiff as the ¾ inch solid plywood (which might be surprising to the non-engineer since it is only 40% of the weight). So, there is significant weight-saving using this technique and I think it is only mildly ‘high-tech’.
Fiberglass Sandwich
I’ll show some further possible weight-savings with an all composite panel.
With fiberglass, it’s a bit more subjective because it matters how many plies you use along with the ply ‘weight’. The rule is that the resin weighs the same as the fabric (final ply weight is 2 times the dry ply weight – when you are looking at buying fabric the dry weight is listed). To get a rough idea, I’m basing my initial estimate based on a helicopter cowling I worked on for the last couple of years. The cowling I worked on used .008 inch thick graphite material (fabric), which corresponds to 6 oz fabric. The 4 oz fabric is around .006 inch thick. As I’ve mentioned on a few posts generally the inner facesheet of the cowling was 1 ply and the outer 2 plies (and we are talking over 200 mph with high side-slip capability (i.e. big side loads!)). The one that preceded this one was made with a quartz fabric, that was much less stiff and the individual plies thinner (corresponding to the 4 oz, .006 fabric); so, I’m not going to get too hung up on the fact that the graphite was stiffer since the previous cowling was made from a softer, thinner fabric and there weren’t any problems with it despite only having one ply on the inner skin (the material change for reasons other than strength – graphite sounds SO high-tech!).
Ceding the fact that the home builder doesn’t have an autoclave and isn’t a trained professional, I’d say one should probably bump up the layup on the tear just a bit (how about 50% in the inside and a bit more on the outside (it was a bit over-sized for the outer skin)); plus, glass is a little less stiff than graphite (if we’re making a direct comparison). Now, this wouldn’t include local reinforcements at the frame to body attachment, or the area where the axles attach, but just the basic ‘field’ area.
For a typical small teardrop, if we put 2 plies of 4 oz fabric on the inside that would yield .012 inch thickness and 2 plies of 6 oz fabric on the outside that would be .016 thick. That sandwich could be used for the top and sides. For the bottom for the trailer maybe 2 plies of 6 oz on the inside with 2 plies of 10 oz on the outside (impact damage prone area) would be sufficient. I will verify (unless someone beats me to it) the ability of the (2) 6 oz plies to withstand the kneeling or step load that a tear floor will see, but I think 2 plies will be sufficient. We used (2) plies on one part of the cowling that opens up and acts as a maintenance platform, and so far haven’t had any problems. Considering that the teardrop floor gets covered with a mattress that further distributes the load and makes the loading even more benign. I’d consider that layup for the basic walls and roof on a small tear (if your tear is heavily loaded, or larger, you would likely need to go up a bit in ply thickness. For the walls and sides 1 inch thick foam will be fine; for the floor I would go with 2 inch thick foam to add a bit of robustness.
So, I’ll try to estimate the weight of a fully synthetic composite panel.
Most of the fiberglass specs and weight etc are given in yards, so I’ll show the calculations in yards with a conversion to get a comparable weight at the end.
Sides and top: 2 plies 4 oz inner, 2 plies 6 oz outer (sides and top) with 1 inch thick foam
4’X8’ = 32 sq ft = 3.56 sq yards
Ply Weight = 3.56*[2plies *(2*4 oz) + 2 plies*(2*6 oz)]/16 = 8.89 Lb
Core wt = 5.33 lb (ref above)
Total weight/sq ft = (8.89+5.33)/32 = .44 lb/sq ft
Floor: 2 plies 6 oz inner, 2 plies 10 oz outer with 2 inch thick foam
Foam weight will be double = 10.66 lb
Ply weight = 3.56*[2plies *(2*6 oz)+2plies*(2*10 oz)]/16 = 14.24 lb
Total weight/sq ft = (14.24 + 10.66)/32 = .78 Lb/sq ft
Looking at the wall we can see that there are some significant weight-savings. One could probably increase the skins a bit more to increase the robustness, but I think this can be handled by locally reinforcing the skins where it is actually required – most of the trailer will be fine with this thickness. Also, it should be noted that the floor, for instance, has less weight than even the 3/8’ thick plywood, but is many time stiffer.
I figure 32 sq feet for the floor and somewhere in the neighborhood of 112 sq ft of sides and roof (4’X8’ tear using 4 ½ sheets of plywood for the shell) would give you a total body weight (minus the local reinforcements and wood inserts) of:
32*.78 + 112*.44 = 74 Lb (outer shell only, but shelves and interior walls could be built with the same technique). Compare this to the shell weight using even the light-weight 1/8 skin on core technique. Using the same areas above the plywood sandwich shell would weigh about 141 lb.
Now, I think with the composite sandwich construction, there are some additional weights like extra plies at the rear axle attachment and possibly a few closeout members made from fir etc. so the total target weight could be somewhere near 100 Lbs for the body (I don’t think that this is unreasonable).
Additional ideas to save weight:
If you make composite walls and shelves for the galley etc, that weight would still stay quite low as well. When I get more time I will detail some methods for making light-weight walls and shelves, but basically it’s the same composite construction with a ½ X 1edge member that can be biscuited or screwed to the tear shell. For now I just wanted to get the thread rolling and I welcome any critiques as well as suggestions on how to save weight.
Kenny