Chloride ingress into structural lightweight aggregate concrete in real marine environment-Reference-Cited by-同舟云学术

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Chloride ingress into structural lightweight aggregate concrete in real marine environment

Published:2018-09 Issue: Volume:61 Page:170-187
ISSN:0951-8339
Container-title:Marine Structures
language:en
Short-container-title:Marine Structures

Author:

Real Sofia^ORCID,Bogas José Alexandre

Funder

Portuguese Foundation for Science and Technology

FCT

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,General Materials Science

Reference71 articles.

1. Relations between transport characteristics and durability;Kropp,1995

2. Guideline for service life design of structural concrete-a performance based approach with regard to chloride induced corrosion;Wegen;Heron,2012

3. Lightweight concrete in highway bridges;Raithby;Int J Cem Compos Lightweight Concr,1981

4. Chloride penetration into concrete with lightweight aggregates;EuroLightConR3,1999

5. Lightweight aggregate concrete in Norwegian bridges;Helland;HPC Bridge Views,2000

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2. A review of chloride transport in concrete exposed to the marine atmosphere zone environment: Experiments and numerical models;Journal of Building Engineering;2024-05

3. The Effect of SCMs on the Resistance of Steam-cured Concrete to Chloride Attack in the Tidal Zone of Real Marine Environment;Journal of Advanced Concrete Technology;2024-03-26

4. Experimental based time-dependent reliability assessment of corrosion initiation for PC girders in frozen marine environment;Construction and Building Materials;2023-12

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