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Water Block Design / Construction Building your own block? Need info on designing one? Heres where to do it |
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#46 |
Cooling Savant
Join Date: Jul 2002
Location: Sterling Hts., MI
Posts: 496
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No ideas?
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__________________
Sarcasm is yet another of the free services we offer! |
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#48 |
Responsible for 2%
of all the posts here. Join Date: May 2002
Location: Texas, U.S.A.
Posts: 8,302
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Can anyone make sense of this gibberish?
I'm trying to figure out how much flexing polycarbonate will have, under different thickness, and different pressure. From: http://www.bayplastics.co.uk/data%20...20111sheet.htm Limiting flexural stress Typical values 90-95 Units N/mm² Test method DIN 53452 BTW: here's an interesting link: http://www.machinist-materials.com/c...r_plastics.htm |
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#49 |
Responsible for 2%
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Location: Texas, U.S.A.
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Still searching...
but I found something interesting: the machinist guide to the US Army! Fundamentals: http://155.217.58.58/cgi-bin/atdl.dll/tc/9-524/toc.htm The tables, all the tables, it's all there: http://155.217.58.58/cgi-bin/atdl.dl...4/Appa.htm#top |
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#50 |
Responsible for 2%
of all the posts here. Join Date: May 2002
Location: Texas, U.S.A.
Posts: 8,302
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#51 |
Responsible for 2%
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Location: Texas, U.S.A.
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Ok, still having problems here... Still trying to find out how much polycarbonate will bend. (and copper, for that matter!)
I found a lot of material data sheets, that have a reference to a "Flexural Modulus", as per ASTM D790 testing methodology, measured in Kg/cm^2. I have no idea what the result means! Does anyone know what it means? |
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#52 |
Cooling Neophyte
Join Date: Sep 2002
Location: OREGON
Posts: 62
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we can tell already that the fin size can go to 1 mm, as cathar demonstrated... but ususally the hiegh dictates the minimum thicknewss
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