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From material level to structural use of mineral-based composites: An overview
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-2922-5815
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-5154-7044
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0001-7799-5809
Department of Civil Engineering, Technical University of Denmark.
2010 (English)In: Advances in Civil Engineering / Hindawi, ISSN 1687-8086, E-ISSN 1687-8094, Vol. 2010, article id 985843Article in journal (Refereed) Published
Abstract [en]

This paper surveys different material combinations and applications in the field of mineral-based strengthening of concrete structures. Focus is placed on mechanical behaviour on material and component levels in different cementitious composites; with the intention of systematically maping the applicable materials and material combinations for mineral-based strengthening. A comprehensive description of a particular strengthening system developed in Sweden and Denmark, denominated as Mineral-based Composites (MBCs), together with tests from composite material properties to structural elements is given. From tests and survey it can be concluded that the use of mineral-based strengthening system can be effectively used to increase the load bearing capacity of the strengthened structure. The paper concludes with suggestions on further development in the field of mineral-based strengthening

Place, publisher, year, edition, pages
2010. Vol. 2010, article id 985843
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-3960DOI: 10.1155/2010/985843ISI: 000214298200033Scopus ID: 2-s2.0-79958176968Local ID: 1ce764b6-7481-46c4-80db-077ffca7afccOAI: oai:DiVA.org:ltu-3960DiVA, id: diva2:976822
Note

Validerad; 2011; 20110622 (andbra)

Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2025-10-21Bibliographically approved
In thesis
1. Early age autogenous deformation and cracking of cementitious materials – Implications on strengthening of concrete
Open this publication in new window or tab >>Early age autogenous deformation and cracking of cementitious materials – Implications on strengthening of concrete
2017 (English)Doctoral thesis, comprehensive summary (Other academic)
Place, publisher, year, edition, pages
Luleå: Luleå tekniska universitet, 2017
Series
Doctoral thesis / Luleå University of Technology, ISSN 1402-1544
Keywords
concrete, mortar, strengthening, composites, shrinkage, autogenous deformation, alkali activated materials, alkali activated slag
National Category
Other Civil Engineering
Research subject
Structural Engineering
Identifiers
urn:nbn:se:ltu:diva-63337 (URN)978-91-7583-908-0 (ISBN)978-91-7583-909-7 (ISBN)
Public defence
2017-06-19, F1031, Luleå tekninska universitet, Luleå, 13:00 (English)
Opponent
Supervisors
Funder
SBUF - Sveriges Byggindustriers UtvecklingsfondSwedish Transport Administration
Available from: 2017-05-12 Created: 2017-05-12 Last updated: 2025-10-22Bibliographically approved

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Orosz, KatalinBlanksvärd, ThomasTäljsten, Björn

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Citation style
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