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jamara |
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#1
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Member ![]() ![]() Group: Members Posts: 63 Joined: 27-February 06 From: LA, CA Member No.: 5,645 ![]() |
Well, I am not engineer, but I’ve got a harebrained idea for reinforcing the longs of the 914. I want to run it by you more experienced engineering types out there.
Theory: 1. Engman’s kit strategically places steel on the longs and lower firewall. Why? Because two pieces of sheet steel welded face to face are stronger than one by itself. 2. However, two pieces of sheet steel, separated and firmly affixed to a lighter weight material (fiber, honeycomb, thermopolymer, etc), is exponentially stronger than two pieces of steel welded together. Here is a site with more than you ever wanted to know about composite sandwich materials. The section at the bottom under "Core Materials for Sandwich Structures" is what you want. Pics at the bottom are a good illustration of the principle. http://www.mdacomposites.org/mda/psgbridge..._materials.html 3. A similar technology is being used on modern cars during their production. They put polyurethane pour foam into the A and B pillars, as well as the rockers of new cars. It deadens sound and really makes the chassis rigid. Here is a link to a “tuner” car that this was done to. Look under “Foam filling the chassis” http://www.sportcompactcarweb.com/projectc...rt_5/index.html 4. In terms of applying this to the 914 longs (putting pour foam in them), RUST is the deal killer. The longs on my car are “rust free” but still have some surface rust inside. With solid material in them to trap moisture, this could become a major problem. Also, the longs are fairly voluminous and so cost for foam and the resulting weight is another issue. So, here is my proposed solution. (IMG:http://www.fc.biola.edu/~james.calley/long_modification.jpg) This would involve welding ½” x ½” ½” tube steel to the inner long in a lattice configuration. Then as with the engman kit, preformed sheet steel (18g) would be rosette welded to the ½” tube steel pieces, to the floor pan, and to the upper door sill seam where the inner and outer long meet. This would leave a ½” gap between the inner long and the “skin” The lower firewall would simply have steel added like the Engman kit, or perhaps this sandwich method could be used. Now the good part…. 8lb per cubic foot polyurethane foam could be mixed and poured into the ½” gap on the inner long. There would need to be evacuation points for the urethane foam so that when it expands it doesn't blow the welds. Advantages: 1. Only 2.7 lbs extra weight in polyurethane given about 1/3rd cubic foot for both sides 2. Since we are dealing with the face of the inner long, it could be cleaned, phosphatized, Por-15’ed, gold plated, whatever, before everything is buttoned up. No rust issues. 3. Extreme rigidity since sandwich materials like this apparently behave like monolithic (solid) structures . In other words, it would be like having a huge 1/4" thick Engman kit with a fraction of the weight. 4. Only ½” invading the cabin area, as opposed to a roll cage. Problems: Relocation of the E-brake handle to the center console and possibly the back pad not fitting quite right. Also, the speaker grills in the front would need modifying. The ½” is not much but could cause problems here. Plus, my proposed design is to attach the top of the “skin” to the ½” lip at the top of the door sill where the inner and outer long are spot welded together. This is the area where the lower, inner door seal slips on and is held in place. Therefore, the trim piece that goes here would not fit without modification and the seal would need to be modified as well. Last thing, the seat belt bolt holes might need to be moved to the floor pan. Anyway, this is just an idea, so don’t anyone start foaming at the mouth over it. (I will discretely NOT add a link to the 914world forum topic on the subject of pour foam in the longs, where someone started typing obscenities and colorful metaphors over the matter.) What do you think…? |
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Katmanken |
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#2
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You haven't seen me if anybody asks... ![]() ![]() ![]() ![]() Group: Members Posts: 4,738 Joined: 14-June 03 From: USA Member No.: 819 Region Association: Upper MidWest ![]() |
As an engineer and a car repairer, the foam idea makes me want to (IMG:style_emoticons/default/barf.gif)
Ever notice that the areas in a teener and beetle that the germans used foam in rust from the inside out? The other is merely increasing the height and width of the beam to increase the moment of inertia to stiffen it. Thats why a 6 inch diameter pipe is stiffer than a 1 inch diameter pipe. Ken |
jd74914 |
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#3
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Its alive ![]() ![]() ![]() ![]() Group: Members Posts: 4,850 Joined: 16-February 04 From: CT Member No.: 1,659 Region Association: North East States ![]() |
As an engineer and a car repairer, the foam idea makes me want to (IMG:style_emoticons/default/barf.gif) Ever notice that the areas in a teener and beetle that the germans used foam in rust from the inside out? The other is merely increasing the height and width of the beam to increase the moment of inertia to stiffen it. Thats why a 6 inch diameter pipe is stiffer than a 1 inch diameter pipe. Ken The foam does work as a stiffener. That's proven; we've actually used it in statics problems. (IMG:style_emoticons/default/laugh.gif) The problem with it is rust. |
byndbad914 |
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#4
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shoehorn and some butter - it fits ![]() ![]() ![]() Group: Members Posts: 1,547 Joined: 23-January 06 From: Broomfield, CO Member No.: 5,463 Region Association: None ![]() |
The foam does work as a stiffener. That's proven; we've actually used it in statics problems. (IMG:style_emoticons/default/laugh.gif) The problem with it is rust. Be careful as to what you mean by "stiffer". that is a bogus term overused in engineering. What was stiffer? If you have two facesheets and you throw some foam between them, but the foam doesn't BOND to the facesheets, then it may be good for filling a void and reduce localized creasing and buckling and supply stiffness in compression, but put the two facesheets in shear with each other and you slide them apart. So how well the foam sticks to the metal is the important question. If you did a "statics" problem with a composite stiffness calculation, be careful what your assumptions are. Most basic problems assume stiffness is perfectly transferred thru all the materials and therefore assumes the components are perfectly bonded. However, there is a true shear strength to the bond joint and tho' mathematically the joint is "stiff" the bond sheared a long time before and the joint in reality is junk. FWIW |
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