Stainless Steel in Bridges and Footbridges
Stainless Steel in Bridges and Footbridges
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 />
Arco di Malizia Bridge, Siena<br />
Arco di Malizia Bridge, Siena,<br />
Italy, 2005<br />
■IIII S<strong>in</strong>gle-arch road suspension bridge <strong>in</strong><br />
2304 (1.4362) duplex sta<strong>in</strong>less steel<br />
■IIII Durability <strong>and</strong> reduced ma<strong>in</strong>tenance<br />
This 15.8 m wide road bridge spans<br />
51.5 m. Its weather<strong>in</strong>g steel deck is<br />
suspended from a centrally-positioned<br />
longitud<strong>in</strong>al arch, which thus separates<br />
the oppos<strong>in</strong>g traffic flows.<br />
This arch consists of five cyl<strong>in</strong>drical<br />
elements, 10.7 m long <strong>and</strong> 820 mm<br />
outside diameter. They are produced<br />
from 35 mm thick 2304 (1.4362) duplex<br />
sta<strong>in</strong>less steel plate, longitud<strong>in</strong>ally<br />
arc-welded <strong>and</strong> formed. Pre-assembly<br />
of the five elements was performed<br />
on site by arc-weld<strong>in</strong>g, prior to erection.<br />
Two shotblast<strong>in</strong>g operations, <strong>in</strong> the<br />
production shop <strong>and</strong> then <strong>in</strong> situ,<br />
ensure a flawless f<strong>in</strong>ish.<br />
Architect: Paola D’Orsi<br />
Design eng<strong>in</strong>eers: Raffaello Fontani<br />
Execution design eng<strong>in</strong>eer: Seteco <strong>in</strong>generia /<br />
Pierangelo Pistoletti<br />
Contract<strong>in</strong>g authority: Siena city council<br />
Longevity <strong>and</strong> reduced<br />
ma<strong>in</strong>tenance<br />
An endur<strong>in</strong>g material<br />
<strong>Sta<strong>in</strong>less</strong> steel’s strength is a guarantee of<br />
longevity. Neither its mechanical properties<br />
nor its appearance deteriorate. It withst<strong>and</strong>s<br />
heavy loads <strong>and</strong>, to a certa<strong>in</strong> extent,<br />
vibrations, impacts <strong>and</strong> elevated tensile<br />
stresses.<br />
The risks of deterioration of the material<br />
are very low <strong>in</strong> the case of normal use.<br />
With regard to ad hoc ma<strong>in</strong>tenance<br />
operations, however, it must be ensured that<br />
the use of certa<strong>in</strong> products such as road salt<br />
or ma<strong>in</strong>tenance products conta<strong>in</strong><strong>in</strong>g chlor<strong>in</strong>e<br />
is compatible with the selected grade of<br />
sta<strong>in</strong>less steel.<br />
M<strong>in</strong>imal ma<strong>in</strong>tenance<br />
<strong>Sta<strong>in</strong>less</strong> steel’s natural corrosion resistance<br />
<strong>and</strong> its mechanical properties considerably<br />
reduce ma<strong>in</strong>tenance operations <strong>and</strong> by<br />
extension their cost dur<strong>in</strong>g the structure’s<br />
operat<strong>in</strong>g life. This advantage is essential,<br />
particularly <strong>in</strong> the case of long-span bridges,<br />
equipped with tall masts, where <strong>in</strong>spection<br />
<strong>and</strong> access to components are sometimes<br />
extremely difficult. On more traditional<br />
structures, the benefit is still significant:<br />
renovat<strong>in</strong>g or repa<strong>in</strong>t<strong>in</strong>g all or part of a bridge<br />
normally requires that traffic flows on the<br />
bridge be suspended or subject to major<br />
restrictions. Reduc<strong>in</strong>g this type of operation<br />
as much as possible is essential, particularly<br />
at cross<strong>in</strong>gs that already naturally constitute<br />
traffic choke po<strong>in</strong>ts.<br />
In the case of Stonecutters Bridge, the<br />
structure’s longevity has been assessed<br />
as 120 years without any ma<strong>in</strong>tenance<br />
operation on the sta<strong>in</strong>less steel components;<br />
this criterion carries great weight <strong>in</strong> the<br />
choice of material.