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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 />

Simone-de-Beauvoir Footbridge, Paris<br />

Simone-de-Beauvoir Footbridge,<br />

Paris, 2006<br />

■IIII <strong>Steel</strong> footbridge, with 316L (1.4404)<br />

sta<strong>in</strong>less steel guardrails<br />

■IIII Slenderness <strong>and</strong> strength<br />

The Simone-de-Beauvoir footbridge is a<br />

new cross<strong>in</strong>g <strong>in</strong> Paris, suspended above<br />

the Se<strong>in</strong>e between the French National<br />

Library <strong>and</strong> the Bercy gardens. The elegant<br />

footbridge undulates with a gentle rhythm.<br />

It is bordered by guardrails compris<strong>in</strong>g<br />

sta<strong>in</strong>less steel mesh – visible <strong>and</strong><br />

reassur<strong>in</strong>g but nevertheless transparent –<br />

<strong>in</strong>stalled between the h<strong>and</strong>rail <strong>and</strong> a<br />

sta<strong>in</strong>less steel tube near deck level. The<br />

cable mesh stretches between two rails,<br />

upper <strong>and</strong> lower, <strong>in</strong> the form of tube,<br />

all <strong>in</strong> 316L (1.4404) sta<strong>in</strong>less steel.<br />

Here, the sta<strong>in</strong>less steel components<br />

comb<strong>in</strong>e slenderness <strong>and</strong> strength.<br />

Architects: Dietmar Feicht<strong>in</strong>ger<br />

Consult<strong>in</strong>g eng<strong>in</strong>eers: RFR, structural designer<br />

<strong>Steel</strong> construction: Eiffel construction<br />

métallique, ma<strong>in</strong> contracter; Joseph-Paris<br />

Contract<strong>in</strong>g authority: mairie de Paris<br />

<strong>Sta<strong>in</strong>less</strong> steel <strong>in</strong> bridge <strong>and</strong><br />

footbridge applications<br />

Which products for which applications?<br />

<strong>Sta<strong>in</strong>less</strong> steel can be found <strong>in</strong> all or part of<br />

a bridge or footbridge. It is commonly used<br />

<strong>in</strong> protection components – h<strong>and</strong>rails <strong>and</strong><br />

guardrails – as well as <strong>in</strong> the stays of<br />

suspension bridges, cables <strong>and</strong> tie-rods. It is<br />

also advocated for the deck <strong>and</strong> anchorage<br />

components, particularly <strong>in</strong> the case of<br />

structures built <strong>in</strong> mar<strong>in</strong>e <strong>and</strong> polluted<br />

atmospheres. It is produced <strong>in</strong> the form of<br />

bars, wire, rod, sheet <strong>and</strong> plate, as well as<br />

f<strong>in</strong>ished products such as tubes <strong>and</strong> concrete<br />

re<strong>in</strong>forcement.<br />

Tubes <strong>and</strong> grilles<br />

H<strong>and</strong>rails <strong>and</strong> guardrails – made of tube,<br />

sheet, exp<strong>and</strong>ed metal, perforated metal<br />

or woven wire – are very often produced <strong>in</strong><br />

sta<strong>in</strong>less steel <strong>and</strong> the most commonly used<br />

grade is 316L (1.4404) <strong>in</strong> the austenitic<br />

category. For these applications, this grade<br />

has the advantage of offer<strong>in</strong>g excellent<br />

resistance to corrosion <strong>and</strong> other attacks,<br />

even <strong>in</strong> th<strong>in</strong> gauges of steel. Its uniform<br />

appearance does not deteriorate,<br />

it is smooth <strong>and</strong> soft to the touch. Lastly,<br />

it is simple to clean.<br />

Plates <strong>and</strong> welded plate sections<br />

There is a great variety of bridges <strong>and</strong><br />

footbridges; they represent a wide range<br />

of constructional designs. However,<br />

the most-used sta<strong>in</strong>less steel product <strong>in</strong><br />

the execution of these structures is plate.<br />

Relatively easy to process, it enables the<br />

production of welded plate sections <strong>and</strong> box<br />

girders. Thus, plates welded together will<br />

take the form of a barrel arch here, of a<br />

pillow there, of a triangular box girder<br />

elsewhere, of a castellated beam or even<br />

of a sk<strong>in</strong>.<br />

The components are cut, bent, formed,<br />

welded, f<strong>in</strong>ished, largely <strong>in</strong> workshops us<strong>in</strong>g<br />

specialist tools <strong>and</strong> techniques. Plates are<br />

generally arc-welded <strong>and</strong> the welds are<br />

then cleaned <strong>and</strong> descaled. The formed<br />

components are transported to the site<br />

for assembly <strong>and</strong> erection.<br />

Cables, stays <strong>and</strong> tie-rods<br />

Suspension <strong>and</strong> load transfer components,<br />

they also provide for the tension<strong>in</strong>g of the<br />

structure. As <strong>in</strong> the case of plate, sta<strong>in</strong>less<br />

steel’s corrosion resistance <strong>and</strong> its mechanical<br />

performance are essential, particularly <strong>in</strong><br />

the case of structures <strong>in</strong> mar<strong>in</strong>e <strong>and</strong> polluted<br />

atmospheres. The use of sta<strong>in</strong>less steel also<br />

enables construction us<strong>in</strong>g relatively th<strong>in</strong><br />

components.

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