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Proposed Revisions to AS 5100 Part 5: Concrete
ABC-AUS104-14
22 Oct 2014
Bridges
More
Since the introduction of the current Bridge Design Standard in 2004 there have been real advances in both design and construction methods and in materials technology. The Part 5 Standards Australia Sub-Committee (BD090-05) has responded to this…
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…
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…
Influence of Placement Method on In-Place Hardened Properties Of Deep Foundation Using SCC
ABC-IAR103-14
22 Oct 2014
Bridges
More
The use of self-compacting concrete (SCC) in identified concrete bridge elements has now been incorporated in NSW Roads and Maritime Services QA Specifications B80 as Annexure B80/G. The use of SCC in precast elements is generally allowed while a…
Life-Cycle Management of Bridges Based on Robustness to Deterioration
ABC-IAM103-14
22 Oct 2014
Bridges
More
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…
Experimental Testing of Emulative Connections for Accelerated Bridge Construction in Seismic Areas
ABC-CAS102-14
22 Oct 2014
Bridges
More
The use of precast concrete for construction of bridge substructures offers a number of advantages over the conventional use of cast in place (CIP) concrete. These advantages include increased construction speed and quality, minimised traffic…
Effect of Crack Control Measures in AS 5100.5 on Partially Prestressed Super-T Girder Bridges
ABC-SAS102-14
22 Oct 2014
Bridges
More
Australian bridge design code AS 5100.5 in Section 8.6.2 prescribes simplified criteria to meet the requirements for crack control applicable to a partially prestressed concrete beam. The incremental stress permitted in bonded reinforcement after…
Importance of Reactive SiO2, Al2O3 And Na2O In Geopolymer Formation
ABC-IAR101-14
22 Oct 2014
Bridges
More
Geopolymer is an alternative for Portland cement-based binder. It has shown better or similar engineering and durability properties compared to Portland cement-based binders. The properties of geopolymer depend on the characteristics of the…
Severity of the Tidal Environment for Concrete Exposed to Brackish Water
ABC-IAR104-14
22 Oct 2014
Bridges
More
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…
Specification and Use of Geopolymer Concrete
ABC-SAS203-14
22 Oct 2014
Bridges
More
Geopolymer concrete consists of similar ingredients to conventional concrete except that the cement is wholly replaced by industry by-products such as slag and fly ash and the chemical reaction is promoted by a concentrated solution of alkali-based…
1
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9 May 2024
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