Return-Path: Received: from scratchy.itsnet.com ([192.41.96.2]) by truman.olsusa.com (Post.Office MTA v3.1.2 release (PO203-101c) ID# 0-44819U2500L250S0) with ESMTP id AAA13710 for ; Thu, 24 Sep 1998 12:31:35 -0400 Received: from scottdah (91-90.dialup.itsnet.com [192.41.91.90]) by scratchy.itsnet.com (8.8.5/8.8.5) with SMTP id KAA29093 for ; Thu, 24 Sep 1998 10:31:31 -0600 (MDT) From: "Scott Dahlgren" To: "___Lancair list" Subject: fiberglass and carbon fiber Date: Thu, 24 Sep 1998 10:34:29 -0600 Message-ID: <000b01bde7d9$336c58a0$275b29c0@scottdah> Importance: Normal X-Mailing-List: lancair.list@olsusa.com Mime-Version: 1.0 <<<<<<<<<<<<<<<<--->>>>>>>>>>>>>>>> << Lancair Builders' Mail List >> <<<<<<<<<<<<<<<<--->>>>>>>>>>>>>>>> >> on carbon fiber on the longerons: It is tempting to mix carbon and glass due to carbons very high specific strength. however this should never be done in a structural application, especially on the longerons. here is the reason. a longeron beefed up with carbon, especially uni-directional, will fail at much lower loads than a longeron with no carbon fiber added. this is because the uni-carbon lay-up, has a very high strain modulus compared to bi-directional glass lay-up(5-10 x!!). this now puts all of the load on the carbon 5-10 times as fast(therefore 5-10x as hard) as on the glass on a hard landing. the glass in proximity to the carbon sees no-load (it can not flex, so it adds no strength) and the carbon is seeing the whole load and more load to boot. here is an example of what happens to your longeron on a hard landing or high g maneuver: take 10 lb green sapling 8 feet long and drop it 5' onto a fence. Both ends of the sapling will flex down, absorbing most of the load. Now take a 10 lb steel bar 8' long and drop it on the fence from the same height and it will dent the fence and bend the bar (uni-carbon is often 1.5 to 2 x as stiff as steel). The load on the steel, and the fence (or the longeron and landing gear) is far higher because they can not flex to absorb the load. Mixing strains, like you have in one small area, is something a monocote (the loads supported through the whole body) aircraft is definitely not designed for because the flexing is necessary for the frame to develop strength. a far worse problem is that somewhere in the lay-up between the engine and the longeron you must transition from glass to carbon fiber. those transition areas are HUGE stress risers, and will almost surely fail with time (I have never seen them NOT fail with steel in my line of work). imagine sewing a small patch of steel cloth onto the center of a cotton sheet. if you pull the cotton sheet hard, you can visualize how the cotton will tear all around the steel patch, and at a much lower load than with no patch. this is because the material under the patch could not flex with the adjoining material. As a fellow EAA'er I highly recommend sanding off all the carbon fiber and adding a few extra layers of glass, if you want more strength. transition at least 6" between each extra layer you decide to add, just as they do on spars, to keep the glass layers from becoming stress risers (it can be just as bad to add too much glass). Fiber glass is a very good safety material. it has very high impact and flexing abilities. the reason glass planes keep flying is that the glass flexes under most impact/impulse loads and the full load never develops. it makes up for lower fatigue life. Hope this helps Scott Dahlgren