Time-Dependent Reliability of Reinforced Concrete Considering Chloride Penetration via Boundary Element Method-Reference-Cited by-同舟云学术

Time-Dependent Reliability of Reinforced Concrete Considering Chloride Penetration via Boundary Element Method

Published:2020 Issue:8 Volume:17 Page:
ISSN:1679-7825
Container-title:Latin American Journal of Solids and Structures
language:
Short-container-title:Lat. Am. j. solids struct.

Author:

Pellizzer Giovanni Pais¹^ORCID,Kroetz Henrique Machado²^ORCID,Leonel Edson Denner³^ORCID,Beck André Teófilo³^ORCID

Affiliation:

1. Federal de Mato Grosso do Sul, Brazil

2. Universidade Federal do Paraná, Brazil

3. Universidade de São Paulo, Brazil

Publisher

FapUNIFESP (SciELO)

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering

Link

http://www.scielo.br/pdf/lajss/v17n8/1679-7825-lajss-17-08-e316.pdf

Reference61 articles.

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3. Consequences of steel corrosion on the ductility properties of reinforcement bar;Apostolopoulos C.A.;ConstructionandBuildingMaterials,2008

4. On the time dependency of the chloride migration coefficient in concrete;Audenaert K.;Construction and Building Materials,2010

5. A comprehensive probabilistic model for chloride ingress in unsaturated concrete;Bastidas-Arteaga E.;Engineering Structures,2011

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