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CONTINUUM MECHANICS for ENGINEERS

CONTINUUM MECHANICS for ENGINEERS

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FIGURE 4.7<br />

Differential velocity field at point p.<br />

Consider the velocity components at two neighboring points p and q. Let<br />

the particle currently at p have a velocity v i, and the particle at q a velocity<br />

v i + dv i as shown in Figure 4.7. Thus the particle at q has a velocity relative<br />

to the particle at p of<br />

Note that<br />

or in symbolic notation<br />

∂vi<br />

dvi = dxj or dv = L ⋅ dx (4.10-5)<br />

∂x<br />

j<br />

∂v<br />

∂ v ∂ X d ⎛ ∂ x ⎞<br />

i i A<br />

i ∂ X<br />

= =<br />

∂ x ∂ X ∂ x dt<br />

⎜<br />

⎝ ∂ X<br />

⎟<br />

⎠ ∂ x<br />

j<br />

A<br />

j<br />

(4.10-6a)<br />

L = ⋅ F –1 (4.10-6b)<br />

˙F<br />

where we have used the fact that material time derivatives and material<br />

gradients commute. There<strong>for</strong>e,<br />

˙ F<br />

= L ⋅ F (4.10-7)<br />

Consider next the stretch ratio Λ = dx/dX where Λ is as defined in Eq 4.8-<br />

4, that is, the stretch of the line element dX initially along and currently<br />

along . By the definition of the de<strong>for</strong>mation gradient, dxi = xi,A dXA, along<br />

with the unit vectors ni = dxi /dx and NA = dXA /dX we may write<br />

ˆ N<br />

ˆn<br />

dx n i = x i,A dX N A<br />

A<br />

A<br />

j

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