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Optimized solutions for long service-life of concrete structures in aggressive environments. Collecting data on structures. Extracting and testing cores from selected elements. Data input to a mechanistic chloride transport model. Remediation scenarios modeled. The cost of each scenario can be compared. Case studies.
Nanoparticles are being considered in the development of durable coating systems due to their beneficial electrical and mechanical properties. The present study aims to investigate the corrosion performance of a nanoparticle enriched zinc rich primer (NPE-ZRP) for structural steel in aggressive marine exposure.
In this paper, the cost effectiveness of two different strategies of using two different rebar materials (that is traditional steel and glass fiber reinforced polymer, GFRP) for a concrete bridge beam is compared through a life-cycle cost analysis.
For reinforced concrete (RC) structures that are in drier locations but still need of cathodic protection (CP), impressed current cathodic protection (ICCP) systems are preferred. In this study, the performance of activated zinc anodes installed on dry or high resistance concrete on Florida Bridges was evaluated.
Galvanic coupling corrosion risk between connection bolt materials and ASTM A1010 structural steel. ASTM A1010 has recently emerged for the construction of more corrosion-resistant bridges.
Transportation infrastructure is built from steel and concrete. Concrete can be penetrated by aggressive chemical ions that may initiate steel corrosion. Migrating corrosion inhibitors (MCIs) show versatility as admixtures, surface treatments and in rehabilitation programs.
Flexible fillers have been used in Europe as an alternative to cementitious grout. In this study, the corrosion resistance of PT tendons is investigated as they are coated with flexible filler materials and contaminated with fungi.
The effect of high performance concrete on the corrosion behavior of steel bar in reinforced concrete (RC) specimens are experimentally investigated. Concrete specimens with the addition of fly ash, silica fume, and calcium nitrite were fabricated and tested for over 23 years.
This paper describes a bridge coating operation and maintenance manual that was developed for the City of Vancouver which operates and maintains an inventory of 33 bridges with coated steel elements.