Ethical issues in engineering design - 3TU.Centre for Ethics and ...
Ethical issues in engineering design - 3TU.Centre for Ethics and ...
Ethical issues in engineering design - 3TU.Centre for Ethics and ...
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<strong>Ethical</strong> <strong>issues</strong> <strong>in</strong> eng<strong>in</strong>eer<strong>in</strong>g <strong>design</strong><br />
i.e. turn<strong>in</strong>g a corner. One scenario had been changed, i.e. load on the floor. One<br />
scenario, torsion, was not changed, but this is not really a load scenario. A load<br />
scenario is meant to be used to describe what loads can be expected. To<br />
determ<strong>in</strong>e torsional stiffness one unit torsion is placed on a model. When the two<br />
scenarios, mentioned be<strong>for</strong>e, were <strong>in</strong>troduced <strong>in</strong> the f<strong>in</strong>ite element model, the<br />
maximum displacement of the floor was 33 mm. 7 Liz <strong>and</strong> Hans reasoned that this<br />
displacement was calculated us<strong>in</strong>g 2g so the displacement would only be 16,5<br />
mm if the trailer is at rest. This was actually with<strong>in</strong> the requirement of maximum<br />
20 mm but Liz preferred a larger marg<strong>in</strong>.<br />
140<br />
Hans: ‘In fact, let’s look at the relative displacements. Because I th<strong>in</strong>k<br />
that that is what is important, <strong>and</strong> it is probably a lot less. This is really<br />
the bend<strong>in</strong>g of the floor. You see the yellow part is not 0.’<br />
Liz: ‘Yellow is 6.’<br />
Hans: ‘It is 7, the displacement ranges from 7 to 33 mm so the<br />
bend<strong>in</strong>g 33-7=26 divided by 2. The bend<strong>in</strong>g is 13 mm by 1g.’<br />
From this quote it can be seen that Liz <strong>and</strong> Hans decided the bend<strong>in</strong>g over the<br />
largest span should be less than 20 mm not the total overall displacement. The<br />
bend<strong>in</strong>g over the largest span was 13 mm. The bend<strong>in</strong>g was there<strong>for</strong>e well with<strong>in</strong><br />
the requirement. The stresses <strong>and</strong> stra<strong>in</strong>s with<strong>in</strong> the materials were lower than<br />
the allowable stresses <strong>and</strong> stra<strong>in</strong>s <strong>and</strong> there<strong>for</strong>e the concept composite trailer was<br />
stiff <strong>and</strong> strong enough.<br />
Liz <strong>and</strong> Hans had also calculated very quickly whether a heavy driver walk<strong>in</strong>g<br />
through the trailer would cause the trailer to bend too much. To calculate this<br />
they considered a mass of 200 kg on a surface of 20 cm 2 , this should simulate a<br />
heavy weight driver st<strong>and</strong><strong>in</strong>g on one foot. The stra<strong>in</strong>s <strong>in</strong> the floor were found to<br />
be below allowable stra<strong>in</strong>s <strong>and</strong> the driver would not have the feel<strong>in</strong>g that the floor<br />
was saggy.<br />
The load scenarios turn<strong>in</strong>g a corner <strong>and</strong> brak<strong>in</strong>g were calculated by h<strong>and</strong>, not<br />
us<strong>in</strong>g f<strong>in</strong>ite element modell<strong>in</strong>g. 8 Load scenarios were still needed to make the<br />
brak<strong>in</strong>g <strong>and</strong> turn<strong>in</strong>g corners calculations. Estimations of the mass <strong>and</strong><br />
acceleration dur<strong>in</strong>g brak<strong>in</strong>g <strong>and</strong> turn<strong>in</strong>g a corner were necessary. The eng<strong>in</strong>eers<br />
——————————————————————————————————<br />
7 Notice that this is different from the 23 mm that the eng<strong>in</strong>eers atta<strong>in</strong>ed be<strong>for</strong>e but the material<br />
thicknesses had also changed. As I <strong>in</strong>dicated be<strong>for</strong>e, material thicknesses <strong>and</strong> properties were<br />
changed simultaneously with the load scenarios.<br />
8 These calculations are called “h<strong>and</strong> calculations” but <strong>for</strong> most calculations a computer<br />
program (Mathlab) is used to solve the equations. This computer program is widely used<br />
throughout the eng<strong>in</strong>eer<strong>in</strong>g world <strong>for</strong> analytical <strong>and</strong> numerical calculations. The difference with<br />
the f<strong>in</strong>ite element program is that f<strong>in</strong>ite element calculations are always numerical solutions,<br />
<strong>and</strong> that, to per<strong>for</strong>m such calculations a model of the product or part needs to be made. It is not<br />
necessary to make a model when us<strong>in</strong>g Mathlab.