In: Mechanical Engineering
An extruded, rectangular polypropylene strut of width 9 mm, depth 3 mm and length 80 mm is to be loaded from the ends in compression along its length with a creep load of 40 N for one year. [Creep curves for polypropylene are shown below. The buckling load is given by F = (2 p/ L)2 E I. For a rectangular beam the second moment of area is given by I = (w d3) /12.].
In order to improve buckling resistance, explain with reference to the buckling equation, what changes are possible in either material or beam design, indicating any likely constraints on such changes.
Discuss the manufacturing problems (in terms of extruder system design) which must be considered in producing such a beam.
Given that Buckling force
Fb = (2/ L) 2 E I
Text book formula
lets work with the formulae in hand
Fb = 42 E I / L2
Resistance to buckling means More force of buckling
To have more force Fb, The numerator must be large as much as possible.
The only variable in numerator are E and I
Also To have More Fb the denominator should be as small as possible . But here i belive the length must be constant since we have to connect the beam between 2 points.
E = elastic modulous
I = moment of inertia of the crosection.
I - w * d3 / 12
Numerator values are the width and depth of beam , if we increase the depth considerably the I value is going to increase since d3.
So to improve the buckling resistance
1. Increase the CSA of the beam ( importantly width)
2. Change material for a higher elastic modulous.
Lets find the Buckling load for given values
w | 9 |
d | 3 |
I = (w* d^3)/12 | 20.25 |
Fb = 42 E I / L2.
w | 0.009 | m | ||
d | 0.003 | m | ||
I = (w* d^3)/12 | 2.03E-11 | |||
E | 1325 | Mpa | 1.33E+09 | pa |
length L | 0.08 | |||
Fb | 165.5086 | N |
Lets change the
Changing the width from 9 to 12 increased the Fb to 220 N
w | 12 | mm | 0.012 | m |
d | 3 | mm | 0.003 | m |
I = (w* d^3)/12 | 2.7E-11 | |||
E | 1325 | Mpa | 1.33E+09 | pa |
length L | 0.08 | |||
Fb | 220.6782 | N |
Increasing the depth to 5 mm changed the load Fb to 766 N
w | 9 | mm | 0.009 | m |
d | 5 | mm | 0.005 | m |
I = (w* d^3)/12 | 9.38E-11 | |||
E | 1325 | Mpa | 1.33E+09 | pa |
length L | 0.08 | |||
Fb | 766.2437 | N |
There is a huge change .
The advantages of extrusion moulding:
The disadvantages of extrusion moulding:
Note that the main disadvantage of extrusion process that the size cannot be maintained especially for long columns
Also there will be warping which trigger and easy buckling when we increase the thickness beyond lomits.