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Recent Projects |
Smuuli Bridge
Smuuli Bridge
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Location
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Estonia
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Client
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Merko, 3Bau
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Date
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12/2005 - 02/2006
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Services
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Structural analysis, pre-stressing design,
optimisation of cable-stressing sequence, design
checks according to Eurocode.
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Description
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This bridge is a three-span extradosed bridge
(42+85+42m) made from post-tensioned concrete.
Upon completion the Smuuli Bridge will be the
first cable-stayed bridge in Estonia. The
approach viaduct consists of three spans on
each side which are constructed from pre-cast
beams with a cast in-situ deck. Each pier is
supported by pile foundations. The bridge
crosses an active railway line calling for
cantilevering as the construction method of
choice. The approach viaducts were constructed
first and counterbalance the two free
cantilevers of the extradosed section of the
bridge. The optimisation of the cable-stressing
sequence was one of the more interesting issues
during this work since the cross-section of the
main girder is rather slender. Modelling tasks
for this bridge also included the longitudinal
and transversal PT, time-dependent effects and
a detailed definition of the construction
sequence.
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System view, moments due to traffic loading,
associated stresses top and bottom.
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Construction stage simulation
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