23.03.2013 Views

CONTINUUM MECHANICS for ENGINEERS

CONTINUUM MECHANICS for ENGINEERS

CONTINUUM MECHANICS for ENGINEERS

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

under superposed rigid body motion. A differential element of area in the<br />

current configuration may be written as<br />

Under the superposed rigid body motion the differential area element is<br />

written as<br />

(5.10-26)<br />

where reference quantities do not change, da + is the infinitesimal area, and<br />

n +<br />

k is the unit normal vector to the area, all in the superposed rigid body<br />

motion state. This expression will be further reduced in several steps.<br />

First, the Jacobian can be shown to trans<strong>for</strong>m according to J + = J (see<br />

Problem 5.30). Next, the quantity ∂ ∂ is the inverse of the de<strong>for</strong>mation<br />

gradient as represented in the superposed rigid body rotated frame. Application<br />

of the chain rule yields<br />

+<br />

XKxk (5.10-27)<br />

The last term of this equation is evaluated by referring to Eq 5.10-8b and<br />

solving <strong>for</strong> x k by pre-multiplying by Q ik. Differentiation of the result shows<br />

that the last term of Eq 5.10-27 is Q ik. Thus,<br />

or<br />

da J X<br />

x dA K = k<br />

∂<br />

∂<br />

da da n J X<br />

x dA<br />

+ + + + ∂ K<br />

= =<br />

k k<br />

+<br />

∂<br />

∂X<br />

∂x<br />

∂X<br />

∂x<br />

(5.10-28)<br />

Substitution of the results from the preceding paragraph into Eq 5.10.26<br />

results in<br />

(5.10-29)<br />

Squaring the second and fourth terms of the above equation and equating<br />

them leads to (da + ) 2 = (da) 2 , and since area is always a positive number<br />

k<br />

= ∂X<br />

∂x<br />

K<br />

k<br />

∂x<br />

∂x<br />

K K j<br />

+ +<br />

k j k<br />

K<br />

+<br />

k<br />

( ) =<br />

= ∂X<br />

∂x<br />

Q K<br />

+<br />

kK jK kj<br />

−1<br />

−1<br />

F F Q<br />

+ + +<br />

da da n Q da Q da n<br />

= = = ( )<br />

k k kj j kj j<br />

j<br />

+<br />

da =<br />

da<br />

kj<br />

K<br />

(5.10-30)

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!