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Time-Variant Performance Indicators for Concrete Bridges Exposed to Corrosion
ABC-IAM102-14
22 Oct 2014
Bridges
More
The life-cycle performance of concrete bridges exposed to corrosion is investigated based on a set of time-variant probabilistic performance indicators including structural reliability, redundancy, robustness and resilience. The performance…
Lifetime Performance, Risk and Sustainability of Bridges
ABC-IAM104-14
22 Oct 2014
Bridges
More
Infrastructure transportation systems play an important role in the sustained economic growth and social development of most countries. Bridges are key components in such systems. During their service life, bridges are subjected to progressive and/…
Fatigue-Detailing of Skewed Steel Through-Girder Rail Bridges: Regional Rail Project, Melbourne
ABC-DES102-14
22 Oct 2014
Bridges
More
The south-west of Melbourne has experienced huge residential development, and a corresponding increase in rail patronage. The Regional Rail Project effected the separation of Regional and Metropolitan lines between Southern Cross Station, and…
The New Zealand Transport Agency Guide to Bridge Painting
ABC-SAS204-14
22 Oct 2014
Bridges
More
The New Zealand Transport Agency (Transport Agency) has recently published Protective Coatings for Steel Bridges: A Guide for Bridge and Maintenance Engineers. This was prepared by the authors to optimise the long-term capital and maintenance…
Long-Term Performance of Concrete Bridges Under Extreme Events
ABC-IAM101-14
22 Oct 2014
Bridges
More
Reinforced concrete (RC) structures in a marine environment deteriorate with time due to chloride-induced corrosion of reinforcing bars. Corrosion is initiated by chloride contamination if the structures have poor quality concrete and/or inadequate…
An Agent-Based Framework for Improved Strategic Bridge Asset management
ABC-LCM204-14
22 Oct 2014
Bridges
More
This paper discusses an agent-based framework for improved bridge asset management. The framework comprises a geospatial representation of a network, a bridge performance deterioration model, and behavioural models of key stakeholders.Effective…
Life-Cycle Management of Bridges Based on Robustness to Deterioration
ABC-IAM103-14
22 Oct 2014
Bridges
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In this paper a framework for assessing the robustness of existing reinforced concrete structures under corrosion is presented. Robustness is defined as a structural property related to the tolerance to damage and is measured by the mean performance…
Establishing Compliance of Steel Mill Products: A Comparison Between Australian Steel Standards and the Corresponding American Standards
ABC-SAS304-14
22 Oct 2014
Bridges
More
Australian steel standards have stringent requirements in regard to product conformity. According to Australian structural steel standards, the acceptance of steel is conditional on the evidence of compliance provided in rigorous mill test reports/…
Changes in The Standards for Managing Corrosion of Bridges in the Future
ABC-SAS201-14
22 Oct 2014
Bridges
More
This paper describes the changes made to two of the Australian Standards, AS/NZS 2312:2002 Guide to the protection of structural steel against atmospheric corrosion by the use of protective coatings and AS 2832.1:2004 Cathodic protection of…
Severity of the Tidal Environment for Concrete Exposed to Brackish Water
ABC-IAR104-14
22 Oct 2014
Bridges
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Roads and Maritime Services NSW constructs many bridges over watercourses and the structural elements of these bridges are often exposed to a wide range of brackish water. Salinity levels of brackish water range from fresh drinking water to sea…
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