Feasibility study on heavy duty timber bridges
Switzerland’s goal of becoming climate-neutral by 2050 calls for sustainable solutions on transport routes – for example, in the form of heavy-duty bridges made from timber. The study explores the specific implementation of such structures.
Factsheet
- Lead school School of Architecture, Wood and Civil Engineering
- Institute(s) Institute for Timber Construction IHB
- Research unit(s) Timber Structures group FGH
- Funding organisation Schweizerische Eidgenossenschaft (Bundesverwaltung)
- Duration (planned) 01.01.2022 - 31.12.2023
- Project management Prof. Dr. Steffen Franke
- Head of project Bettina Franke
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Project staff
Bettina Franke
Joel Karolin
Prof. Dr. Christophe Sigrist -
Partner
VSL (Schweiz) AG
Timber Structures 3.0 AG
Timbatec Holzbauingenieure Schweiz AG
Holzbauexperten GmbH
Flück Holzbau AG
Zaugg AG Rohrbach
CNC Holz
Situation
Switzerland has a 2,254.5-km network of national highways with a total of 4,270 bridges on the main axes or serving as overpasses (Federal Roads Office FEDRO annual publication, 2020). The national highways network has a very high density of bridge structures with around two bridges per kilometre of transport network. A survey on road bridges conducted by BFH for the period 2010 to 2014 indicated that the supporting structure of just 3% of these bridges contains timber. The feasibility study aims to produce the first designs and solutions specifically for heavy-duty bridges made from timber.
Course of action
Timber and the wide range of timber-based products and technologies hold potential for use in heavy-duty bridges on the road system. The project aims to produce box-girder sections made from concrete in combination with pre-stressed timber technology for extensive use on heavy-duty traffic routes. Society is willing to change and to commit to achieving a climate-neutral Switzerland by 2050. Research and industry need to find new high-performance solutions for the construction sector. A parametric model will be developed to determine the optimal load-bearing and deformation behaviour on the transversal and longitudinal axes of bridges. The use of pre-stressed technology with tendon profiles, the number of harnesses and the anchoring system will be tested on the model/experiment. An initial working model close to the original scale will be used to assess practical aspects of implementation.