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The Challenges Faced in Assessing the Durability Risks of Reinforced Concrete Bridges in Aggressive Environments
ABC2017-109-17
26 Apr 2017
Bridges
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Durability assessment is increasingly becoming an integral part of infrastructure design projects in Australia. One of the key drivers for this is the requirement by asset owners for optimum whole of life cost, minimum construction period and…
The Torsional Strengthening of Concrete Girders Using the NSM FRP Technique with Different Configurations
ABC2017-127-17
26 Apr 2017
Bridges
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The near-surface mounted (NSM) FRP technique has received attention worldwide over the externally bonded FRP strengthening technique. Strengthening of a concrete girders using fiber reinforced polymer (FRP) composites to flexural and shear…
Rectification of Captain Cook Bridge Bearings
ABC2017-097-17
26 Apr 2017
Bridges
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Captain Cook Bridge is an iconic bridge crossing the Brisbane River, and is the most trafficked bridge in Queensland, connecting the City’s south with the Brisbane Central Business District (CBD).
Bridge Design Challenges on the Waikato Expressway Huntly Section, New Zealand
ABC2017-136-17
26 Apr 2017
Bridges
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The Huntly Section is a new NZ$415M section of the Waikato Expressway running between Hamilton and Auckland. It will connect the recently completed Ngaruawahia and Ohinewai sections on a route that traverses the Taupiri Ranges within a deep cutting…
Strength Enhancement of Fire-damaged RC Circular Bridge Columns using CFRP Fabrics
ABC2017-126-17
26 Apr 2017
Bridges
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In recent years the circumferential wrapping with externally-bonded carbon fibre-reinforced polymer (CFRP) composites has proven to be a promising method for strengthening concrete structures. This is particularly valuable when repairing concrete…
Shear in Prestressed Concrete I-girder Bridges
ABC2017-112-17
26 Apr 2017
Bridges
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Prestressed concrete I girder bridges constructed in the 1960s and 70s have the potential to restrict transport productivity because their AS 5100.7 assessments can be poor despite satisfactory inservice performance. The primary issue is the shear…
Analytical and Experimental Studies on New Composite Bridge Using Concrete Filled Steel I-girder
ABC2017-158-17
26 Apr 2017
Bridges
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A new steel/concrete composite girder was proposed and applied to continuous girder bridges. The area surrounded by the upper and lower flanges and the web are filled with concrete (CFIG: Concrete filled I-section Girder) at the intermediate support.…
Thermal Movements of Tasman Bridge
ABC2017-119-17
26 Apr 2017
Bridges
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Tasman Bridge crosses the Derwent River joining Hobart to its eastern suburbs. It was built in the early 1960’s and reflects design concepts of the time. It is articulated so that the main viaducts are restrained by the abutments, with very slender…
The Effect of Self-Consolidating Concrete on the Shear Performance of Beam Elements: A Critical Review of Current Literature
ABC2017-098-17
26 Apr 2017
Bridges
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The span length and general size of bridges across the Queensland road Network have increased substantially in recent years. This has led to the development of larger girder section sizes, along with the requirement to provide increased amounts of…
Ambitions, Durability Risks and Asset Protection: Literature Review and Learning from Relevant Cases of Existing Bridge Structures
ABC2017-051-17
21 Apr 2017
Bridges
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All reinforced concrete structures deteriorate over time. Corrosion of reinforcement is a major challenge to the durability of concrete structures. Corrosion in certain environments, such as marine, can compromise the durability of concrete and…
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