Consider the mapping in 2-D only = X1 +7X2 = X1+ uz *2 = (1+e)X2 = X2+ Uz. (1) 1. In terms of y and a compute F, i.c. the Fij's and then compute the Cy = FF.; recall F = F. Now do the following. 2. Take two fibers, viz. dX = e; and dY = e2, that is two fibers of unit length along the e, and ez axes, respectively in the reference state. Compute the stretch of dX and dY. 3. Compute the small strains from this mapping with u = X2 and uz = eX, from above. What would these small strains suggest for the change in lengths of dX and dY?

Elements Of Electromagnetics
7th Edition
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Topic: Calculation of stretch: small es. finite deformation
Consider the mapping in 2-D only
21 = X1 +7X2 = X1+ u1
82 = (1+e)X2 = X2 + Uz.
(1)
1. In terms of y and a compute F, i.e. the Fij's and then compute the Cj = FF.j; recall
F = Fi. Now do the following.
%3D
2. Take two fibers, viz. dX = e and dY = e2, that is two fibers of unit length along the ej
and ez axes, respectively in the reference state. Compute the stretch of dX and dY.
3. Compute the small strains from this mapping with u = 7X2 and ur = eX¡ from above.
What would these small strains suggest for the change in lengths of dX and dY?
4. Comment on what you found from the results of 2. and 3. You may want to sketch the
deformed state to explain your comments.
Transcribed Image Text:Topic: Calculation of stretch: small es. finite deformation Consider the mapping in 2-D only 21 = X1 +7X2 = X1+ u1 82 = (1+e)X2 = X2 + Uz. (1) 1. In terms of y and a compute F, i.e. the Fij's and then compute the Cj = FF.j; recall F = Fi. Now do the following. %3D 2. Take two fibers, viz. dX = e and dY = e2, that is two fibers of unit length along the ej and ez axes, respectively in the reference state. Compute the stretch of dX and dY. 3. Compute the small strains from this mapping with u = 7X2 and ur = eX¡ from above. What would these small strains suggest for the change in lengths of dX and dY? 4. Comment on what you found from the results of 2. and 3. You may want to sketch the deformed state to explain your comments.
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