Skip to main content

Stay Cable Multi-tube Saddles, Design and Testing

  • Conference paper
  • First Online:

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 42))

Abstract

Saddle systems for stay cables are at the moment one of the preferred solutions in the field of cable stayed bridge design across the world, and this trend seems to increase day by day. The most advanced systems currently available for parallel strand stay cable systems are multi-tube friction saddles, where each single strand runs into an individual pipe and the stay cable differential force is transferred by friction. The structural behaviour of a saddle device is a very complex topic involving several mutually dependent aspects. The development and validation of saddle systems is usually performed in the frame of the design assisted by testing. Full-scale tests have been carried out at the Structural Engineering Laboratory of Politecnico of Milan taking into account current developments of International Recommendations, such as FIB Bulletin 30 and PTI DC 45.1-12, with the aim of characterizing friction, fatigue and static performances of saddles.

This is a preview of subscription content, log in via an institution.

Buying options

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD   219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD   219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Learn about institutional subscriptions

References

  • Fib Bulletin 30, 2005 Acceptance of stay cable systems using prestressing steels. International Federation for Structural Concrete (fib)

    Google Scholar 

  • PTI DC-45.1-12, 2012 Recommendations for stay cable design, testing and installation. Post Tensioning Institute

    Google Scholar 

  • EN1993-1-11, 2006 Design of steel structures; Part 1-11: Design of structures with tension components. CEN

    Google Scholar 

  • 2002 Cable stays: Recommendations of French interministerial commission on Prestressing. SETRA

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to T. Ciccone .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

di Caronno, A.C., Ciccone, T. (2020). Stay Cable Multi-tube Saddles, Design and Testing. In: di Prisco, M., Menegotto, M. (eds) Proceedings of Italian Concrete Days 2018. ICD 2018. Lecture Notes in Civil Engineering, vol 42. Springer, Cham. https://doi.org/10.1007/978-3-030-23748-6_42

Download citation

  • DOI: https://doi.org/10.1007/978-3-030-23748-6_42

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-23747-9

  • Online ISBN: 978-3-030-23748-6

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics