Mechanical behaviour of concrete piles affected by sulphate attack

Assessing the remaining service life is vital for the planning of maintenance of concrete constructions in aggressive environments. Here we present results from testing of two concrete piles affected by combined sulphate and chloride attack in marine environment. A multi method approach going from micro scale to structural level has been applied. The crack propagation was monitored during loading by means of DIC and AE. After the test crack patterns was studied using fluorescence microscopy. Furthermore, non-linear finite element analysis at the structural level was used to study the influence of the chemical attack on the response of concrete piles.

Lindqvist, Jan Erik (author)
Zandi, Kamyab,1981Chalmers tekniska högskola,Chalmers University of Technology(Swepub:cth)kamyab (author)
Johansson, Gabriel (author)
Löfgren, G. (author)
Chalmers tekniska högskola (creator_code:org_t)

In:Proceeding of fib Symposium: Concrete Structures for Sustainable Community, 11 – 12 June 2012, Stockholm, Sweden, s. 389-392

By the author/editor: Flansbjer, Mathi ...; Lindqvist, Jan E ...; Zandi, Kamyab, 1 ...; Johansson, Gabri ...; Löfgren, G.

About the subject

Kungliga biblioteket hanterar dina personuppgifter i enlighet med EU:s dataskyddsförordning (2018), GDPR. Läs mer om hur det funkar här.
Så här hanterar KB dina uppgifter vid användning av denna tjänst.