How about "nonlinear cross-anisotropic behavior"?
This concerns the current understanding and design methodology that
uses the elastic modulus of unbound granular base materials in a
Mechanistic-Emprirical Design procedure for pavements, particularily
Inverted Pavements. Be sure to add a smidgeon of Intelligent
Compaction jargon into the discussion, all the while holding a side
conversation about baking a cake..
Steve Stokowski
Stone Products Consultants
-----Original Message-----
From: Mary <[log in to unmask]>
To: [log in to unmask]
Sent: Sun, Apr 25, 2010 6:58 pm
Subject: Re: [BP] rivets -- i want to learn about rivets
Don't you just the sound of these:
internal moment of inertia
modulus of elasticty
--Mary
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Mary Tegel
hands on impresario
Tegel Design + Planning
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On Apr 25, 2010, at 12:29 PM, Gabriel Orgrease
<[log in to unmask]> wrote:
> On 4/25/2010 2:41 PM, Cuyler Page wrote:
>> Always wondered if in wood pegs or metal rivets the internal
>> bending elements of tension and compression were only passing
>> miniscule events within the cellular wood or crystalline structure
>> that functioned until their moment of failure, at which point shear
>> was identified and a measurement assigned.
> cp in bc,
>
> Yeah, I'm with you on this one.
>
> "A shearing stress occurs when two forces act on a body in opposite
> directions but not in the same plane." Simplified Engineering for
> Architects and Builders, Harry Parker, John Wiley & Sons.
>
> ][<
>
> --
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