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A numerical study of maintenance strategy for concrete structures in marine environment

conference contribution
posted on 2024-10-31, 16:14 authored by K Tee, Chun Qing LiChun Qing Li
Reinforced concrete structures located in marine environment are susceptible to chloride induced steel corrosion in concrete, which causes severe structural deterioration and ultimate structural collapse. Corrosion-induced structural deterioration is a gradual process, consisting of a number of phases during the service life of reinforced concrete structures.

History

Related Materials

  1. 1.
    DOI - Is published in 10.1201/b11332-94
  2. 2.
    ISBN - Is published in 9780415669863 (urn:isbn:9780415669863)

Start page

618

End page

625

Total pages

8

Outlet

Proceedings of the 11th International Conference on Application of Statistics and Probability in Civil Engineering

Editors

Prof. Dr. M. H. Faber, Dr. J Kohler and Dr. K Nishijima

Name of conference

International Conference on Application of Statistics and Probability in Civil Engineering

Publisher

Taylor and Francis

Place published

United Kingdom

Start date

2011-08-02

End date

2011-08-04

Language

English

Copyright

© 2011 Taylor & Francis Group, London

Former Identifier

2006032958

Esploro creation date

2020-06-22

Fedora creation date

2012-05-30

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    Scholarly Works

    Categories

    Keywords

    Concrete crackingcorrosion in concretecorrosion initiationloss of strengthmaintenance strategiesmarine environmentmonte carlo simulationnumerical studiesoptimal decisionsstructural collapsestructural deterioration

    Licence

    All rights reserved

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