Publications

Showing 21 - 30 of 64 Publications
Establishing Positive Moment Continuity in Prestressed Concrete Girder Bridges: Performance and Lessons Learned
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…
Corrugated Steel Culvert Lining Systems: Innovative Analysis and Design
Standard design techniques for corrugated steel culverts take advantage of the flexibility and ductility of the steel liners to transfer soil loads mainly through axial compression, with very small bending moments, relative to the size of the…
Investigation the Influence of FRP Application Performance on Fatigue Life Behavior of CFRP Laminates Bonded to Concrete Block
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.
ABC2017-003-17
  • ABC2017-003-17
  • 20 Apr 2017
  • Bridges
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…
Factors Critical to the Quality and Durability of Bonded Anchors used in Bridges and Structural Roadway Components
The use of bonded anchors to make structural connections to concrete surfaces of bridges and structural roadway components has been increasing steadily over the past 15 to 20 years due mainly to the flexibility in design, the ease and efficiency of…
Thermal Response Analysis of Composite Steel Girder Bridges Subjected to Bushfires
The occurrence of fires on bridges usually has a low probability but it has a high impact on the economic and social aspects. However, bridge design codes and standards do not explicitly incorporate fire safety concepts in design stage which is in…
Proposed Revisions to AS 5100 Part 5: Concrete
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
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…
Incorporating ACI 440.8 into AS 5100.5 for FRP Strengthening Via M80 Upgrade Project Case Study
As bridges age and standards evolve, it has become increasingly necessary to strengthen existing bridges as a much cheaper option than replacing bridges as a whole.
Long-Term Performance of Concrete Bridges Under Extreme Events
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…