Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
Flexural behaviour of textile reinforced concrete composites: experimental and numerical evaluation
RISE - Research Institutes of Sweden, Built Environment, CBI Swedish Cement and Concrete Research Institute. Chalmers University of TechnologyGothenburgSweden.
Danish Technological Institute, Taastrup, Denmark.
Chalmers University of TechnologyGothenburgSweden.
2017 (English)In: Materials and Structures, ISSN 1359-5997, E-ISSN 1871-6873, Vol. 50, no 4, 1-14 p.Article in journal (Refereed) Published
Resource type
Text
Abstract [en]

Textile reinforced concrete (TRC) is an innovative high performance composite material which has revealed many promising attributes in various applications but test methods and reliable numerical models need to be established to reduce uncertainty and the need for extensive experimental studies. The aim of this paper was to evaluate the flexural behaviour of carbon textile reinforced TRC slabs both experimentally and numerically along with the characterization of the material and interaction level properties. The experimental results characterizing the bond behaviour were linked to the experimental behaviour of a rectangular TRC slab in bending through numerical analyses. A 2D macro-scale FE-model of the tested TRC slab was developed based on the related experimental input. Comparison of the numerical results to the experiments revealed that the flexural failure was governed by bond, and reasonable agreement was obtained in terms of crack development, deflections, maximum load, and failure mode. Accordingly, the experiments further indicated that the flexural behaviour of TRC slabs is greatly influenced by the bond quality.

Place, publisher, year, edition, pages
Springer, 2017. Vol. 50, no 4, 1-14 p.
Keyword [en]
textile reinforced concrete (TRC), flexural behaviour, bond behaviour, finite element, textile materials
National Category
Applied Mechanics Composite Science and Engineering
Identifiers
URN: urn:nbn:se:ri:diva-820DOI: 10.1617/s11527-016-0882-9OAI: oai:DiVA.org:ri-820DiVA: diva2:954027
Note

First published online: 4 August 2016

Available from: 2016-08-19 Created: 2016-08-19 Last updated: 2017-11-28Bibliographically approved

Open Access in DiVA

No full text

Other links

Publisher's full text
By organisation
CBI Swedish Cement and Concrete Research Institute
In the same journal
Materials and Structures
Applied MechanicsComposite Science and Engineering

Search outside of DiVA

GoogleGoogle Scholar

doi
urn-nbn

Altmetric score

doi
urn-nbn
Total: 34 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
v. 2.29.0