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Reinforced Concrete for the Construction Stage of an Incrementally Launched Bridge
ABC2017-061-17
21 Apr 2017
Bridges
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This article discusses the 375m long incrementally launched bridges over the Usuthu River using reinforced concrete, with no pre-stressing, to carry the construction stage loads.
Structural and Risk Assessment of Steel and Concrete Bridges using Inservice Dynamic Response
ABC2017-059-17
21 Apr 2017
Bridges
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Mainmark are introducing the STRAAM system of full scale structural integrity assessment and continuous monitoring for Bridges into Australia and New Zealand. Advances in measuring extremely low amplitude vibrations combined with methods for…
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…
Reliability-Based Increases to Capacity Reduction Factors for Australian Standards AS3600 and AS5100
ABC2017-091-17
21 Apr 2017
Bridges
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Capacity reduction factors (?) for flexure, shear and axial loadings are derived for reinforced and prestressed concrete structures based on a reliability-based calibration of the Australian Concrete Structures Standard AS3600. The structural…
Improving Corrosion Resistance of Reinforced Concrete Structures Using Carbon Fibre Reinforced Polymer
ABC2017-002-17
20 Apr 2017
Bridges
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Corrosion of steel is regarded as one of the most important issues for the durability of reinforced concrete (RC) structures, as corrosion can induce the serviceability decrease, bond strength dropping, steel properties reduction, and longitudinal…
Chloride Ingress and Steel Corrosion in Slag and Fly Ash Blended Geopolymer Concrete
ABC2017-028-17
20 Apr 2017
Bridges
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Alkali activated binders (geopolymer) is an emerging technology to produce concrete without the use of any Ordinary Portland Cement (OPC) by alkali activation of alumino-silicate source materials such as fly ash and/or slag. Limited knowledge on…
Establishing Positive Moment Continuity in Prestressed Concrete Girder Bridges: Performance and Lessons Learned
ABC2017-019-17
20 Apr 2017
Bridges
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Structural health monitoring (SHM) is employed to evaluate a prestressed concrete bridge continuity detail in a newly constructed bridge in Louisiana. The detail is capable of resisting positive continuity moments that develop due to long-term and…
Investigation the Influence of FRP Application Performance on Fatigue Life Behavior of CFRP Laminates Bonded to Concrete Block
ABC2017-018-17
20 Apr 2017
Bridges
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In this paper, two methods of FRP applications were carried out to study the fatigue life performance of CFRP laminates bonded to RC concrete block, by mean of investigating the influence of bond behavior application under cyclic loadings.
Precast Segmental Box Girder Design and Construction within a Constrained Rail Corridor
ABC2017-033-17
20 Apr 2017
Bridges
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The Level Crossing Removal Project: Caulfield to Dandenong involves the removal of nine of Melbourne’s most congested level crossings along the Caulfield to Dandenong rail corridor. Grade separation of the four level crossings between Caulfield and…
ABC2017-003-17
ABC2017-003-17
20 Apr 2017
Bridges
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Munna Point Bridge was built in Noosa Heads, Queensland in the late 1970s. Over 1.8 million trips in each direction are made across the 106 metre bridge every year, by tourists and locals. The bridge is one of only two routes to reach the primary…
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