Moesa Railway Bridge -Étude de cas

Short Description:

The Moesa railway bridge near Bellinzona is a three-span bridge consisting of two parallel steel girders with their lower part supporting a 50 cm thick concrete deck. This new bridge was built parallel to the old steel bridge. After dismantling this later, the new bridge was then pushed on the old and refurbished pillars.

Aim of monitoring:

The aim of monitoring the Moesa Railway Bridge is to measure the concrete deformation due to shrinkage and the pushing of the bridge.

Main results:

The sensors that were usable after installation gave nice shrinkage curves similar to those encountered at Venoge. A discontinuity due to the heating produced by the concrete setting in the successive section was also visible. During the push phase, additional sensors were attached under the concrete slab and measured the curvature of the bridge due to uneven push

Related Papers:

Railway bridge monitoring during construction and bridge sliding, D. Inaudi, N. Casanova, P. Kronenberg, S. Vurpillot, SPIE, Smart Structures and Materials, San Diego, USA – (Vol 3043, p. 58 – 64) – 1997

Fiber optic deformation sensors for bridge monitoring, D. Inaudi, N. Casanova, S. Vurpillot, Int. Conf. on New Technologies in Structural Engineering, Lisboa, Portugal – (p 975-982) – 1997

Verformungsmessungen mit optischen Glasfasersensoren, N. Casanova, Weiterbildungskurs ETH Zürich, Feldmessungen und Beobachtungsmethode in der Geotechnik, Switzerland – (p 1-10) – 1997

Structural monitoring by curvature analysis using interferometric fiber optic sensors, D. Inaudi, S. Vurpillot, N. Casanova, P. Kronenberg, Smart Materials and Structures – (Vol 7, p.199-208) – 1998

INSTALLATION PERIOD	TYPE OF SENSORS	NUMBER OF SENSORS
1996	SOFO	30

Concrete pouring

Moesa Railway Bridge -Étude de cas

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