Nonlinear finite elements/Homework 6/Solutions/Problem 1/Part 7

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Problem 1: Part 7

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Figure 4 shows the notation used to represent the motion of the master and slave nodes and the directors at the nodes.

File:CBBeamMotion.png
Figure 4. Notation for motion of the continuum-based beam.

Since the fibers remain straight and do not change length, we have

(5)𝐱i(t)=𝐱i(t)12hi0𝐩i(t)𝐱i+(t)=𝐱i(t)+12hi0𝐩i(t)

where 𝐱i is the location of master node i, 𝐩i is the unit director vector at master node i, and hi0 is the initial thickness of the beam.

Taking the material time derivatives of equations (5), we get

(6)𝐯i(t)=𝐯i(t)12t[hi0𝐩i(t)]=𝐯i(t)12hi0ωi(t)×𝐩i(t)𝐯i+(t)=𝐯i(t)+12t[hi0𝐩i(t)]=𝐯i(t)+12hi0ωi(t)×𝐩i(t)

where ωi is the angular velocity of the director.

From equations (5) we have

(7)𝐩i(t)=2hi0[𝐱i(t)𝐱i(t)]=2hi0[(xixi)𝐞x+(yiyi)𝐞y]𝐩i(t)=2hi0[𝐱i+(t)𝐱i(t)]=2hi0[(xi+xi)𝐞x+(yi+yi)𝐞y]

where (𝐞x,𝐞y,𝐞z) is the global basis.

In terms of the global basis, the angular velocity is given by

ωi=ωi𝐞z.

Therefore,

(8)ωi×𝐩i=2hi0|𝐞x𝐞y𝐞z00ωixixiyiyi0|=2hi0[ωi(yiyi)𝐞x+ωi(xixi)𝐞y]ωi×𝐩i=2hi0|𝐞x𝐞y𝐞z00ωixi+xiyi+yi0|=2hi0[ωi(yi+yi)𝐞x+ωi(xi+xi)𝐞y].

Substituting equation (8) into equations (6), we get

(9)𝐯i=𝐯iωi(yiyi)𝐞x+ωi(xixi)𝐞y𝐯i+=𝐯iωi(yi+yi)𝐞x+ωi(xi+xi)𝐞y.

Let the velocity vectors be expressed in terms of the global basis as

𝐯i=vix𝐞x+viy𝐞y𝐯i=vix𝐞x+viy𝐞y𝐯i+=vi+x𝐞x+vi+y𝐞y.

Then equations (9) can be written as

(10)vix𝐞x+viy𝐞y=[vixωi(yiyi)]𝐞x+[viy+ωi(xixi)]𝐞yvi+x𝐞x+vi+y𝐞y=[vixωi(yi+yi)]𝐞x+[viy+ωi(xi+xi)]𝐞y.

Therefore, the components of the velocity vectors are

(11)vix=vixωi(yiyi)viy=viy+ωi(xixi)vi+x=vixωi(yi+yi)vi+y=viy+ωi(xi+xi).

Then, the matrix form of equations (11) is

[vixviyvi+xvi+y]=[10(yiyi)01(xixi)10(yi+yi)01(xi+xi)][vixviyωi]

or

[𝐯i𝐯i+]slave=𝐓i𝐝˙imaster.

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