Mechanical Engineering, Indian Institute of
Science, Bangalore 560 012, India
Optimization hinders evolution!
ME256
Variational methods and structural optimization
May-Jun., 2006
Instructor: G. K.
Ananthasuresh, Room 106, ME Building, suresh at
mecheng.iisc.ernet.in
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Homework #4
Assigned: May 29th, 2006
Due: Jun. 7th, 2006
Points: 20
-
10 points
Minimize the volume of material used for given mean compliance of an
axially loaded bar. Use the weak form for the govenring equation. Write
down the necessary conditions and the boundary conditions for a minimum of
this problem.
- 10 points
For L = 2 m, rho = 7800 kg/m3, E = 210 GPa, Al = 0.0025 m^2, Au = 0.09
m^2, V* = 0.12 m^3, design the area profile of the stiffest bar under
self weight. The bar stands upright on the ground. So, it is fixed at the
ground and is free at the top. The gravity load is in the downward
direction as usual. Draw the plots of area profile and the corresponding
deformation and strain.