Problem 7: Non-circular cross section shaft related to torque problems are difficult to be solved using the basic heory as for circular shaft. Your role is to make use of FAE to analyze the stress in squared cross section shaft shown in Figure.5.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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2. Justify the simplification of this problem to only modeling one-eighth of the cross section
3. Construct two-dimensional elements grid (i.e., grid/mesh region), make the correct numbering and labeling
of the nodes and elements.
Transcribed Image Text:2. Justify the simplification of this problem to only modeling one-eighth of the cross section 3. Construct two-dimensional elements grid (i.e., grid/mesh region), make the correct numbering and labeling of the nodes and elements.
Problem 7: Non-circular cross section shaft related to torque problems are difficult to be solved using the basic
theory as for circular shaft. Your role is to make use of FAE to analyze the stress in squared cross section shaft
shown in Figure.5.
g= 6.5(10%) N/cm?
e = 0.035 deg
0.5 cm
0.5 cm
0.5 cm- 0.5 cm
Figure.5: Squared cross section shaft applied to torque T as 3D model
Provide justified explanation and recommendations to simplify the problem from three-dimensional (3D) to
two- dimensional (2D).
b.
а.
If the governing boundary value problem equation of such a problem can be given by:
+ 2g0 = 0,
dy?
$(x,y) at boundary is 0
dx2
Transcribed Image Text:Problem 7: Non-circular cross section shaft related to torque problems are difficult to be solved using the basic theory as for circular shaft. Your role is to make use of FAE to analyze the stress in squared cross section shaft shown in Figure.5. g= 6.5(10%) N/cm? e = 0.035 deg 0.5 cm 0.5 cm 0.5 cm- 0.5 cm Figure.5: Squared cross section shaft applied to torque T as 3D model Provide justified explanation and recommendations to simplify the problem from three-dimensional (3D) to two- dimensional (2D). b. а. If the governing boundary value problem equation of such a problem can be given by: + 2g0 = 0, dy? $(x,y) at boundary is 0 dx2
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