Chapter
Nov 14, 2023

A New Post-Installed Reinforcement System to Extend Lifetime of Existing Bridges and Tunnels as Contribution to Sustainability

Publication: ASCE Inspire 2023

ABSTRACT

Most of the infrastructure constructions in the industrialized countries were erected between 1960 and 1990 and are therefore now between 30 and 60 years old. In the course of recalculations of bridges, deficits in load-bearing capacity frequently arise due to aging of the structures, the increasing loads on these structures on the one hand and the changes in the design codes on the other hand. Studies showed deficits in the load-bearing capacity of existing structures especially regarding the shear load capacity. Often, a complete replacement of these structures is planned, which leads to high investment costs but also to massive traffic disruptions due to the complete or partial closure of the structure. Studies carried out showed the environmental impact of closing a bridge for one day and for one and a half years compared to the impact of demolition and rebuilding and the impact of strengthening of the existing structure. The comparison shows clearly that strengthening of existing structures is far more sustainable than building a new bridge. It can also be seen that the impact of pure demolition and replacement construction on the global warming potential is negligible compared to the impact of affected traffic. Therefore, in the last decade, research has been conducted at the University of Innsbruck, Austria, on new, efficient post-installed reinforcement systems with the help of which the lifetime of existing infrastructure buildings can be significantly extended. These new systems have to be installed in the existing structure as quickly as possible and without disturbing the traffic. This is the only way to keep traffic disruption and environmental impact to a minimum. In particular, the focus was on shear reinforcement with post-installed concrete screw anchors as shear reinforcement. The paper thus aims to show the positive effects of strengthening measures compared to rebuilding on global warming and minimizing the use of natural resources.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

BAST (Bundesanstalt für Straßenwesen). (2019). “Brücken an Bundesfernstraßen - Brückenstatistik 09/2019“, [Online]. Available: https://www.bast.de/BASt_2017/DE/Statistik/Bruecken/Brueckenstatistik.pdf;jsessionid=B8402C5DC792B15352D4823E5F45FEF4.live11291?__blob=publicationFile&v=13. [08-Jan-2020].
DIBt (Deutsches Institut für Bautechnik). (2019). “TOGE TSM BC SB reLAST für die Querkraftverstärkung“, Berlin.
Fischer, O., Müller, A., Lechner, T., Wild, M., and Kessner, K. (2014). “Ergebnisse und Erkenntnisse zu durchgeführten Nachrechnungen von Betonbrücken in Deutschland“, Beton- und Stahlbetonbau 109 2 107–27.
Fitschen, A., and Nordmann, H. (2015). “Verkehrsentwicklung auf Bundesfernstraßen 2015“, Bergisch Gladbach.
Gschösser, F., Schneider, R., Tautschnig, A., and Feix, J. (2016). “Retrofitting measure vs. replacement - lca study for a railway bridge”, Proceedings Sustainable Built Environment (SBE) Regional Conference Zurich 2016., pp 472–477.
Hegger, J., and Görtz, S. (2006). “Querkraftmodell für Bauteile aus Normalbeton und Hochleistungsbeton“ Beton- und Stahlbetonbau vol. 101 no. 9 pp. 695–705.
Lechner, J., and Feix, J. (2019). “First experiences with concrete screw-anchors as post-installed shear reinforcement in concrete bridges” Civil Engineering Design vol. 1 p. 17–27.
Lechner, J., Feix, J., and Hertle, R. (2019). “Strengthening of a City Center Tunnel with Concrete Screw Anchors under Special Boundary Conditions”, Proceedings in 20th Congress of IABSE, New York, pp. 549–59.
Marí, A., Cladera, A., Bairán, J., Oller, E., and Ribas, C. (2014). “Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams subjected to point or distributed loads” Frontiers of Structural Civil Engineering vol. 8 pp. 337–353.
Muttoni, A., and Ruiz, M. F. (2008). “Shear Strength of Members without Transverse Reinforcement as Function of Critical Shear Crack Width” ACI Structural Journal, vol. 105 no. 2 pp. 163–172.
Nicholson, A. J. (2007). “Road network unreliability: impact assessment and mitigation,” International Journal of Critical Infrastructures, Inderscience Enterprises Ltd, vol. 3(3/4), pages 346–375.
Xie, F., and Levinson, D. (2011). “Evaluating the effects of the I-35W bridge collapse on road-users in the twin cities metropolitan region”, Transportation Planning and Technology, vol. 34 no. 7, pp. 691–703.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$230.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$230.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share