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Mechanical behaviour of concrete piles affected by sulphate attack

 Mechanical behaviour of concrete piles affected by sulphate attack
Autor(en): , , , ,
Beitrag für IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013, veröffentlicht in , S. 468-469
DOI: 10.2749/222137813806521054
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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 affect...
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Autor(en):




Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013
Veröffentlicht in:
Seite(n): 468-469 Anzahl der Seiten (im PDF): 7
Seite(n): 468-469
Anzahl der Seiten (im PDF): 7
Jahr: 2013
DOI: 10.2749/222137813806521054
Abstrakt:

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 sulphate 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.

Stichwörter:
Finite-Elemente-Analyse Schallemission