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Corrosion-induced c...
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Berrocal, Carlos Gil,1986Chalmers tekniska högskola,Chalmers University of Technology
(author)
Corrosion-induced cracking and bond behaviour of corroded reinforcement bars in SFRC
- Article/chapterEnglish2017
Publisher, publication year, extent ...
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Elsevier BV,2017
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electronicrdacarrier
Numbers
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LIBRIS-ID:oai:research.chalmers.se:65888305-f51c-493b-b6fe-28488bf13dfb
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https://doi.org/10.1016/j.compositesb.2017.01.020DOI
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https://research.chalmers.se/publication/248011URI
Supplementary language notes
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Language:English
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Summary in:English
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Classification
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Subject category:art swepub-publicationtype
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Subject category:ref swepub-contenttype
Notes
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This paper investigates, experimentally and numerically, the effect of fibre reinforcement on the initiation of corrosion-induced cracks in concrete and the bond behaviour of corroded reinforcement bars in fibre reinforced concrete. The fibres, due to their confining effect, contributed to delay crack initiation, improve the post-peak bond behaviour and retain the initial splitting strength for corrosion levels of up to 8%. The mechanisms for delayed crack initiation were explained through 3D finite element analyses of the experiments whereas a 1D model, using experimental bond-slip curves as an input, was employed to quantify the beneficial effect of fibres on the reinforcement anchorage length.
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Fernandez, Ignasi,1984Chalmers tekniska högskola,Chalmers University of Technology(Swepub:cth)fignasi
(author)
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Lundgren, Karin,1968Chalmers tekniska högskola,Chalmers University of Technology(Swepub:cth)coskl
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Lövgren, Ingemar,1972
(author)
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Chalmers tekniska högskola
(creator_code:org_t)
Related titles
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In:Composites Part B: Engineering: Elsevier BV113, s. 123-1371359-8368
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