Skip to main content

Efficiency Increase of TRC by Using Textile Reinforcements from the Extended Warp Knitting Process

  • Conference paper
  • First Online:
Strain-Hardening Cement-Based Composites (SHCC 2017)

Part of the book series: RILEM Bookseries ((RILEM,volume 15))

Included in the following conference series:

Abstract

In practice, there are different possibilities to strengthen load bearing structures by sensible combinations of different materials. The composite material, textile reinforced concrete (TRC) is an effective and very innovative strengthening method. Due to the increased lateral tensile loading, there exists the danger of an early failure by delamination in end anchorages and overlaps, where loads are transferred to the textile reinforcement. This leads to a reduction in the tensile load bearing capacity of the textile in the entire structural member. The crack formation effects, which depend on loading, are substantially influenced by existing bond between fiber and matrix and by the size of the process-related fiber undulations. An improved textile manufacturing method was developed by the Institute of Textile Machinery and High Performance Material Technology in Dresden, Germany, to increase the efficiency of the textile reinforcement. The so-called needle shift technology in the extended warp knitting process considerably reduces the thread waviness (undulations) compared to the standard textile manufacturing method. The article in hand describes comparative tests of the bond and strength properties using textiles manufactured with the standard and the extended warp knitting process. The new developed textile fabrics did not only increase the tensile strength of the TRC specimens but also significantly reduced cracking. The results show that, with the developments in needle shift, a substantial improvement in TRC is possible.

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

Access this chapter

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

Institutional subscriptions

References

  • Ascione, L., de Felice, G., de Santis, S.: A qualification method for externally bonded Fibre Reinforced Cementitious Matrix (FRCM) systems. Comp. Part B 78, 497–506 (2015)

    Article  Google Scholar 

  • Brückner, A., Ortlepp, R., Curbach, M.: Anchoring of shear strengthening for T-beams made of TRC. Mater. Struct. 41(2), 407–418 (2008)

    Article  Google Scholar 

  • Hausding, J., Cherif, C.: Improvements in the warp knitting process and new patterning techniques for stitch-bonded textiles. J. Text. I. 101(3), 187–196 (2010)

    Article  Google Scholar 

  • Hausding, J., Lorenz, E., Ortlepp, R., Lundahl, A., Cherif, C.: Application of stitch-bonded multi-plies made by using the extended warp knitting process: reinforcements with symmetrical layer arrangement for concrete. J. Text. I. 102(8), 726–738 (2011)

    Article  Google Scholar 

  • Lorenz, E., Ortlepp, R.: Basic research on the anchorage of textile reinforcement in cementitious matrix. In: Proceedings of 9th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-9), Sydney, CD-ROM (2009)

    Google Scholar 

  • Lorenz, E., Ortlepp, R.: Bond behavior of textile reinforcements—development of a pull-out test and modelling of the respective bond versus slip relation. In: Proceedings of High Performance Fiber Reinforced Cement Composites 6 (HPFRCC 6), University of Michigan, Ann Arbor, USA, pp. 479–486 (2011)

    Google Scholar 

  • Ortlepp, R., Hampel, U., Curbach, M.: A new approach for evaluating bond capacity of TRC strengthening. Cem. Concr. Comp. 28(7), 589–597 (2006)

    Article  Google Scholar 

  • Ortlepp, R.: The effective area of an adhesive bond of textile reinforced concrete. In: Proceedings of Concrete: 21st Century Superhero—Building a Sustainable Future, emap Networks, London, UK, CD-ROM (2009)

    Google Scholar 

  • Peled, A., Bentur, A.: Fabric structure and its reinforcing efficiency in textile reinforced cement composites. Comp. Part A 34(2), 107–118 (2003)

    Article  Google Scholar 

  • Piegeler, D., Pak, D., Geßler, A., Feldmann, M., Schoene, J., Reisgen, U.: Kleben textilbewehrter Betonbauteile. [Gluing textile reinforced concrete elements]. In: Proceedings of Textile Reinforced Structures—4th Colloquium on Textile Reinforced Structures (CTRS4), Technische Universität Dresden, Dresden, Germany, pp. 389–409 (2009)

    Google Scholar 

  • RILEM Technical Committee 232-TDT (Wolfgang Brameshuber): Recommendation of RILEM TC 232-TDT: test methods and design of textile reinforced concrete: Uniaxial tensile test: test method to determine the load bearing behavior of tensile specimens made of textile reinforced concrete. Mater. Struct. 49(12), 4923–4927 (2016)

    Article  Google Scholar 

  • Triantafillou, T.C., Papanicolaou, C.G.: Shear strengthening of RC members with textile reinforced mortar (TRM) jackets. J. Mater. Struct. 39(1), 85–93 (2006)

    Google Scholar 

  • Williams Portal, N., Fernandez Perez, I., Nyholm Thrane, L., Lundgren, K.: Pull-out of textile reinforcement in concrete. Constr. Build. Mater. 71, 63–71 (2014)

    Article  Google Scholar 

Download references

Acknowledgements

The authors thank the Deutsche Forschungsgemeinschaft (DFG) for the support of these works, which were part of the Collaborative Research Centre 528.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Regine Ortlepp .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2018 RILEM

About this paper

Cite this paper

Lorenz, E., Ortlepp, R. (2018). Efficiency Increase of TRC by Using Textile Reinforcements from the Extended Warp Knitting Process. In: Mechtcherine, V., Slowik, V., Kabele, P. (eds) Strain-Hardening Cement-Based Composites. SHCC 2017. RILEM Bookseries, vol 15. Springer, Dordrecht. https://doi.org/10.1007/978-94-024-1194-2_43

Download citation

  • DOI: https://doi.org/10.1007/978-94-024-1194-2_43

  • Published:

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-024-1193-5

  • Online ISBN: 978-94-024-1194-2

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics