## Main.CraneHook History

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Design a crane hook to carry a load F. The hook has a rectangular cross section with width b (minimum 0.2 mm) and height h. Optimize the crane hook design to minimize the volume of the hook. The hook is manufactured from a complete rectangular wire ring that is clipped and bent to give the final hook shape. The outer radius of the hook is ro and the inner radius is ri with a minimum inner diameter of 3.0 mm. The height is the difference between the outer and inner radius h=ro-ri. The bending moment is M=FR with a force F of 100 N (10.2 kg for a static load on earth). The centroid radius is R and the neutral axis radius is rn.

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Design a crane hook to carry a load F. The hook has a rectangular cross section with width b (minimum 0.2 mm) and height h.

Optimize the crane hook design to minimize the volume of the hook. The hook is manufactured from a complete rectangular wire ring that is clipped and bent to give the final hook shape. The outer radius of the hook is ro and the inner radius is ri with a minimum inner diameter of 3.0 mm. The height is the difference between the outer and inner radius h=ro-ri. The bending moment is M=FR with a force F of 100 N (10.2 kg for a static load on earth). The centroid radius is R and the neutral axis radius is rn.

June 10, 2021, at 01:06 AM by 166.170.15.107 -

(:title Crane Hook Design Optimization:) (:keywords design, optimization, yield strength, strain, mechanical:) (:description Design a crane hook to carry a load, keep stress below the yield strength of steel, and minimize the steel volume to manufacture the hook.:)

Design a crane hook to carry a load F. The hook has a rectangular cross section with width b (minimum 0.2 mm) and height h. Optimize the crane hook design to minimize the volume of the hook. The hook is manufactured from a complete rectangular wire ring that is clipped and bent to give the final hook shape. The outer radius of the hook is ro and the inner radius is ri with a minimum inner diameter of 3.0 mm. The height is the difference between the outer and inner radius h=ro-ri. The bending moment is M=FR with a force F of 100 N (10.2 kg for a static load on earth). The centroid radius is R and the neutral axis radius is rn.

$$r_n = \frac{h}{\ln\left(r_o/r_i\right)}$$

The difference between the centroid radius and the neutral axis radius is e. The stress at point A is

$$\sigma_A = \frac{M \left(r_o-r_n\right)}{b\;h\;e\;r_o}$$

The stress at point B is

$$\sigma_B = \frac{M \left(r_n-r_i\right)}{b\;h\;e\;r_i}$$

The stress at points A and B should not exceed the yield strength of the steel at 430 N/mm2.

Solution

(:source lang=python:)

1. Crane Hook optimization

from gekko import GEKKO from numpy import pi

m = GEKKO(remote=False)

1. Constants

F = 100 # load (N) S_y = 430 # yield strength of steel (N/mm^2)

                        #  Grade D fine-carbon steel (ASTM A255)

1. Variables

r_o = m.Var() # outer radius (mm) r_i = m.Var(lb=1.5) # inner radius (mm) b = m.Var(lb=0.2) # hook width (mm) V = m.Var() # hook volume (mm^3)

1. Intermediates

h = r_o - r_i # hook height (mm) R = (r_o + r_i)/2 # radius of the centroid (mm) r_n = h/m.log(r_o/r_i) # radius of the neutral axis (mm) e = R - r_n # R - r_n (mm) M = F * R # bending moment due to the load c_o = r_o - r_n # distance from outer to neutral(mm) c_i = r_n - r_i # distance from inner to neutral(mm) Area = b*h # cross-sectional area (mm^2) o_A = (M*c_o/(Area*e*r_o)) # outer stress o_B = (M*c_i/(Area*e*r_i)) # inner stress

1. Equations

m.Equations([

        V == pi*(r_o**2-r_i**2)*b, # volume calculation
o_A < S_y,      # yield stress @ A < yield strength
o_B < S_y,      # yield stress @ B < yield strength
r_i < r_o       # constraint for feasibility
])

1. Objective

m.Minimize(V)

1. Solve

m.options.SOLVER = 3 m.solve()

print('Optimal Volume: ' + str(V[0])) print('Optimal outer radius: ' + str(r_o[0])) print('Optimal inner radius: ' + str(r_i[0])) print('Optimal hook width: ' + str(b[0])) (:sourceend:)

The optimal solution is:

  Optimal Volume: 37.50 mm^2