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
Influence of the fiber type and matrix age of the bonding of FRCM composite strips applied to concrete substrates
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
Department of Civil, Environmental and Architectural Engineering, University of Padua.
Department of Civil, Architectural and Environmental Engineering, Missouri University of Science and Technology.
Department of Infrastructure, Materials and Structural Engineering, NORUT,.ORCID iD: 0000-0002-8682-876X
Show others and affiliations
Number of Authors: 5
2016 (English)In: Eighth International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering / [ed] J.G. Teng and J.G. Dai, 2016, 456-461 p.Conference paper (Refereed)
Abstract [en]

Fiber reinforced cementitious matrix (FRCM) composites represent an alternative to fiber reinforced polymer(FRP) composites for strengthening existing civil structures. FRCM is comprised of fibers, usually in the form ofa textile with an open-mesh configuration, embedded in an inorganic mortar matrix. It shares the advantages ofFRP systems and overcomes some of its drawbacks, which makes it suitable for a wide range of applications.Although research on this topic is still scarce, it has been shown that debonding represents a key factor in itsperformance. In order to gain more insight in this issue, a series of classical push-pull single-lap direct shear testswere carried out on basalt, carbon, and glass FRCM-concrete joints. The results allow for comparing theperformance of the joints with carbon, basalt, and glass fibers in terms of applied load – global slip response andfailure mode. The influence of matrix age was also investigated. The curing time of the mortar matrix was foundto influence the load carrying capacity of carbon FRCM – concrete joints.

Place, publisher, year, edition, pages
2016. 456-461 p.
Keyword [en]
FRCM, basalt, carbon, glass, concrete, debonding.
National Category
Composite Science and Engineering Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-62570OAI: oai:DiVA.org:ltu-62570DiVA: diva2:1083083
Conference
8th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, Hong Kong, China, 14-16 December 2016
Funder
EU, FP7, Seventh Framework Programme, MC-ITN-2013-607851
Available from: 2017-03-20 Created: 2017-03-20 Last updated: 2017-03-21Bibliographically approved

Open Access in DiVA

No full text

Search in DiVA

By author/editor
Sabau, CristianSas, Gabriel
By organisation
Structural and Construction Engineering
Composite Science and EngineeringInfrastructure Engineering

Search outside of DiVA

GoogleGoogle Scholar

Total: 2 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