Durable Steel-Reinforced Concrete Structures for Marine Environments

Robert E. Melchers and Igor A. Chaves
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Robert E. Melchers: Centre for Infrastructure Performance and Reliability, The University of Newcastle, Callaghan, NSW 2308, Australia
Igor A. Chaves: Centre for Infrastructure Performance and Reliability, The University of Newcastle, Callaghan, NSW 2308, Australia

Sustainability, 2021, vol. 13, issue 24, 1-14

Abstract: Even in harsh marine environments, concrete structures reinforced with steel can show excellent long-term durability, with little or no reinforcement corrosion. Very few actual reinforced concrete (RC) structures have been closely scrutinized over many years and subject to interpretation using recent state-of-the-art understanding gained from detailed laboratory observations. Such a case is described for an 80-year-old RC structure observed annually over about 30 years in what is essentially an extraordinary long experiment. Despite very high chloride concentrations, field excavation evidence showed that reinforcement corrosion overall remains minimal, except where insufficient concrete compaction permitted air-voids to initiate quite severe, very localized corrosion even with still high concrete pH. It is possible that the use of blast furnace slag as aggregate may have assisted the observed durability. The case study supports other studies that show that it is possible to achieve long-term durable and therefore sustainable RC structures without additives and using only conventional reinforcement steels and conventional cements and aggregates. However, the potential dangers of deep narrow cracking extending to the reinforcement and the potentially deleterious effects of alkali–aggregate reactivity of some aggregates needs to be considered.

Keywords: corrosion; steel; reinforcement; concrete; durability field observations (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2021
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