Thanks Thanks:  0
Likes Likes:  0
Needs Pictures Needs Pictures:  0
Picture(s) thanks Picture(s) thanks:  0
Results 1 to 4 of 4
  1. #1
    Join Date
    Jun 2005
    Location
    Sydney
    Posts
    3,096

    Default mechanical strength of epoxy/ply epoxy 'lamination'?

    Hey all,

    Question 1:

    I recently put together the Storer 155 Quick Canoe, and its the first time I've used epoxy for anything other then a straight glue for joints.

    I recently pulled out the small decks on the canoe, and put in new decks to experiment with epoxy skim coats... purely an educational experience for me.

    Front deck is just pure Bote Cote on both sides, fitted with a peanut butter paste fillet.
    Rear deck is pure Bote Cote covered, then when that went cheesey, covered on both sides with a peanut butter skim coat, and fitted with a peanut butter paste fillet.

    The rear deck is significantly stiffer.

    Is there a source of information on the mechanical strength properties of a 'epoxy fillet paste over ply' 'lamination', or any 'from experience' thoughts that you can educate me with.

    I know that a fillet of filler/epoxy of the correct radius ratio gives max strength over a 'straight epoxy' glue line... but is there info on the 'lamination' effect?

    I'll experiment from here with different laminations, however some tech publications or 'lessons learnt from experience' would help to inform me.

    Question 2:
    Epoxy over high moisture content spruce/pine/fir (a very stable timber) which has been kiln dried to 18% moisture content, then re-soaked, and at a higher moisture content.

    If I face laminate while the timber is still wet internally but the faces are 'touch dry', will the epoxy loose strength on the glue line? I intend to face laminate and then put a pure epoxy coat over the outer faces as well, and let the timber dry out from end grain over time, and 'in place'. (I intend to use it as bench tops, and skip the re-drying/stickering period as the timber is a stable species for moisture ingress/drying). Its 'bad practice'... but if the epoxy maintains strength, and the face laminated bench tops are allowed to dry slowly, it may be a process that saves 8 months of time.


    sorry for any spelling mistakes... fingers are frozen stiff and I'm typing fast.
    Cheers,
    Clinton

    "Use your third eye" - Watson

    http://www.flickr.com/photos/clinton_findlay/

  2. # ADS
    Google Adsense Advertisement
    Join Date
    Always
    Location
    Advertising world
    Posts
    Many





     
  3. #2
    Join Date
    Feb 2008
    Location
    Eustis, FL, USA
    Posts
    2,270

    Default

    Most epoxy formulators have tested their products, some with different fillers and on different substrates. The problem with your initial questions are they cover a huge range of possibilities and goo formulators can't do all the possible variations.

    Secondly, your question of strength is an engineer's nightmare. What kind of strength are you speaking? Elasticity?, Tensile?, Compression?, Elongation?, Hardness?, Point of yield?, Sheer and peel?, The list is extensive so you might want to narrow it down a bit.

    Most marine grade laminating epoxy will have a tensile strength of 11,000 to 12,000 PSI. Making a peanut butter mixture with silica and wood flour can reduce this to 7,000 to 9,000 PSI. This is mostly because the novice user puts a lot of bubbles into the mix, but also the nature of the filler materials used. For example a mix of mostly phenolic spheres will reduce tensile strength to about 1,500 PSI if in a peanut butter consistency.

    In fact, it's best to use just the amount of filler you need for the task. Most applications don't need a non-sagging mixture (this is what peanut butter is), so the resin/filler ratio is much higher, which improves the strength of the mixture.

    The same can be said of hardness. Straight cured resin will be in the 80 to 85 bracket (Shore D). Lets call it 83. A peanut butter mixture of milled fibers reduces this by 10%, a mixture of wood flour/silica by 20%, and micro balloons as much as 50%.

    Everything else is affected too, elongation, modulus of rupture, etc.

    When applying goo over a substrate the same rules apply. You'll be mostly interested in peel and sheer qualities, but other physical properties will be helpful too.

    I'm not sure what you're trying to do with the last question, but if you just paint a surface with epoxy, you've done nothing more then paint it. There's no stabilization of the wood beneath it. "Letting it breath" is the worst thing you can do. For epoxy to work, any part receiving it must be completely coated, especially end grain with enough epoxy (three coats usually) so no moisture can commute through the coating. Only this, nothing less, will stabilize wood. Moisture content is meaningless in this regard, but not unimportant. It's most desirable for the moisture content to be below 15%, preferably below 12%, before epoxy is applied. The reason for this should be obvious, moisture levels over this amount will cause internal stresses to occur with temperature changes, which will threaten the coating (at least).


    So, to answer this question, yes, the "face laminate" will peel from the substrate, because the wood isn't stable and moisture content cycling, will eventually cause the fibers at the epoxy penetration level to fail, probably in rolling sheer.

  4. #3
    Join Date
    Jun 2005
    Location
    Sydney
    Posts
    3,096

    Default

    Thanks PAR,
    I already understand the tech data, and I have seen that all the technical data is engineering 'vague' outside of a narrow range of uses.
    Hence my questions.

    I'll break the second question down a little further:

    I assume that boat repairs are done when the timbers have not reached a true hygroscopic stabilisation, due to the environment that the boat has come from, as well as the environment that the boat yard is in (e.g. wet).

    in that case, what is the consequence of applying epoxy over timber that has not reached stabilisation, from the perspective of:
    a) encapsulating moisture within timber, but not being able to achieve a true seal over all the timber surfaces, and
    b) encapsulating wet (+/- 22%mc) stable timber, but allowing a moisture egress point with a view to drying a large 'glue laminated' beam?
    Cheers,
    Clinton

    "Use your third eye" - Watson

    http://www.flickr.com/photos/clinton_findlay/

  5. #4
    Join Date
    Feb 2008
    Location
    Eustis, FL, USA
    Posts
    2,270

    Default

    Encapsulation without a true seal isn't encapsulation and you're just using it as really expensive paint.

    Again, moisture content over optimum levels, will cause internal stresses within the piece from moisture and wood movement. These will shear the coating at the very least and likely promote areas within the piece for rot. Coating the outside of a piece and leaving the end grain exposed (for example) will surly prompt rot, because the moisture has a limited avenue of escape. With moisture moving in and out of this piece, even if it's routes are limited, the piece will change dimension.

Similar Threads

  1. Which epoxy do you use?
    By Reece in forum WOODTURNING - PEN TURNING
    Replies: 6
    Last Post: 12th March 2010, 11:49 PM
  2. Epoxy used with veneer bent lamination
    By stevec1234 in forum WOODWORK - GENERAL
    Replies: 3
    Last Post: 16th February 2009, 10:45 PM
  3. Got any tips for thinning epoxy ? epoxy wash.
    By JDarvall in forum MUSICAL INSTRUMENTS
    Replies: 19
    Last Post: 23rd June 2008, 10:26 AM
  4. What Epoxy
    By Calm in forum FINISHING
    Replies: 6
    Last Post: 18th May 2008, 06:18 PM
  5. Epoxy ???s...
    By Schtoo in forum WOODWORK - GENERAL
    Replies: 24
    Last Post: 9th February 2006, 05:53 PM

Tags for this Thread

Posting Permissions

  • You may not post new threads
  • You may not post replies
  • You may not post attachments
  • You may not edit your posts
  •