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 />
In the operationalisation of safety, the eng<strong>in</strong>eers equated a safe trailer with a<br />
structurally reliable trailer. With<strong>in</strong> the CLC there are ideas on good <strong>design</strong><br />
practice concern<strong>in</strong>g structural reliability. These ideas are based on a shared<br />
educational background <strong>and</strong> previous <strong>design</strong> experience with<strong>in</strong> the CLC. It can be<br />
concluded that there are norms about good <strong>design</strong> practice <strong>and</strong> that the eng<strong>in</strong>eers<br />
used these norms <strong>in</strong> the trailer <strong>design</strong>. These norms were <strong>in</strong>ternal CLC norms.<br />
These <strong>in</strong>ternal norms were not imposed by legislation or professional or technical<br />
codes. The eng<strong>in</strong>eers reflected <strong>and</strong> thought about how these norms should be<br />
used <strong>in</strong> the case <strong>design</strong> project. Discussions on whether or not to use ultimate<br />
load <strong>in</strong> calculations could be regarded as discussions about the application of the<br />
norms <strong>in</strong> this specific case. These discussions were also ethically relevant because<br />
structural reliability poses limits <strong>for</strong> safe use. If a trailer collapses dur<strong>in</strong>g use<br />
because of metal fatigue or overload<strong>in</strong>g this can cause <strong>in</strong>juries or fatalities.<br />
Torsional stiffness has an important <strong>in</strong>fluence on how easily the trailer might roll<br />
over. Trailers roll<strong>in</strong>g over on highways cause a lot of traffic jams <strong>and</strong> accidents.<br />
So choices cover<strong>in</strong>g structural reliability are ethically relevant.<br />
Dur<strong>in</strong>g the operationalisation of a structurally reliable trailer, choices have to<br />
be made between different available material properties. The eng<strong>in</strong>eers could, <strong>for</strong><br />
example, use material properties established by Lloyd’s register or properties<br />
established by the CLC <strong>in</strong> co-operation with the CUR <strong>and</strong> the Rijkswaterstaat.<br />
Material properties like allowable stra<strong>in</strong> give upper limits <strong>for</strong> stra<strong>in</strong> <strong>in</strong> a material.<br />
This allowable stra<strong>in</strong> should not be exceeded dur<strong>in</strong>g normal use because this may<br />
cause failure of the trailer.<br />
Besides decid<strong>in</strong>g on material properties choices had to be made on load<br />
scenarios. The load scenarios are used to simulate the loads that a trailer will be<br />
subjected to dur<strong>in</strong>g use. If the stra<strong>in</strong>s rema<strong>in</strong> below the allowable stra<strong>in</strong> under<br />
all load scenarios then the <strong>design</strong> suffices. If the allowable stra<strong>in</strong> is exceeded<br />
then other fibres should be used or more material should be added. Us<strong>in</strong>g f<strong>in</strong>ite<br />
element modell<strong>in</strong>g, the stra<strong>in</strong>s <strong>in</strong> the material of the trailer were calculated<br />
under the load scenarios, one problem was that the load scenarios were not<br />
known <strong>for</strong> this case. The eng<strong>in</strong>eers did not know what the loads on the trailer<br />
would be when the trailer turned a corner or was brak<strong>in</strong>g when fully loaded with<br />
s<strong>and</strong>. The load scenarios were not known <strong>and</strong> the proposed load scenarios were<br />
adapted dur<strong>in</strong>g the f<strong>in</strong>ite element modell<strong>in</strong>g. So when it became obvious that the<br />
allowable stra<strong>in</strong> was exceeded drastically under a load scenario, the load scenario<br />
was reduced <strong>and</strong> more fibres were added. In short, there was a lot of uncerta<strong>in</strong>ty<br />
concern<strong>in</strong>g the loads that the trailer would be subjected to dur<strong>in</strong>g use.<br />
Underestimat<strong>in</strong>g the load scenarios could lead to trailers that are not strong or<br />
stiff enough <strong>in</strong> actual use <strong>and</strong> this can cause failure of a loaded trailer dur<strong>in</strong>g<br />
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