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Stainless Steel in Bridges and Footbridges

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<strong>Sta<strong>in</strong>less</strong> <strong>Steel</strong> <strong>in</strong> <strong>Bridges</strong> <strong>and</strong> <strong>Footbridges</strong><br />

Stonecutters bridge à Hong Kong,<br />

An economic<br />

solution<br />

A bridge or a footbridge is a major<br />

<strong>in</strong>vestment. However, the expense of its<br />

construction <strong>and</strong> ma<strong>in</strong>tenance will vary<br />

accord<strong>in</strong>g to the materials chosen for its<br />

design <strong>and</strong> construction.<br />

Analysis of the cost of such a structure is<br />

only mean<strong>in</strong>gful if it <strong>in</strong>cludes all costs related<br />

to its construction, its operation <strong>and</strong> its<br />

deconstruction, over its entire lifetime, which<br />

<strong>in</strong> the case of bridges <strong>and</strong> footbridges should<br />

exceed 100 years.<br />

In the case of sta<strong>in</strong>less steel, this approach<br />

compensates for the higher capital cost<br />

l<strong>in</strong>ked to the choice of material:<br />

ultimately, it is offset, <strong>in</strong> whole or <strong>in</strong> part,<br />

by the benefits obta<strong>in</strong>ed <strong>in</strong> operation.<br />

Furthermore, <strong>in</strong> cases <strong>in</strong> which project<br />

fund<strong>in</strong>g is particularly tight, it is always<br />

possible to restrict the use of sta<strong>in</strong>less to<br />

external parts <strong>and</strong> to use a carbon steel for<br />

the <strong>in</strong>ternal, <strong>and</strong> therefore protected, parts.<br />

This is the choice that was made for the<br />

Pedro Arrupe footbridge <strong>in</strong> Bilbao, whose<br />

structure consists of carbon steel. This hybrid<br />

solution enables the <strong>in</strong>itial construction cost<br />

to be reduced. It simply requires some<br />

precautions <strong>in</strong> design <strong>and</strong> construction: the<br />

two types of steel must never, under any<br />

circumstances, come <strong>in</strong>to direct contact <strong>and</strong><br />

access to the structure's <strong>in</strong>ternal parts must<br />

be possible <strong>in</strong> order to conduct regular<br />

<strong>in</strong>spections.

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