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Innovative CFCC Prestressed Decked Bulb T Beam Bridge System

 Innovative CFCC Prestressed Decked Bulb T Beam Bridge System
Author(s): , , ,
Presented at 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012, published in , pp. 196-203
DOI: 10.2749/222137912805110394
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Precast prestressed beams have been widely deployed in bridge construction due to their high load carrying capacities and their low-span-to-depth ratio. However, durability issues associated with t...
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Bibliographic Details

Author(s):



Medium: conference paper
Language(s): English
Conference: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012
Published in:
Page(s): 196-203 Total no. of pages: 8
Page(s): 196-203
Total no. of pages: 8
DOI: 10.2749/222137912805110394
Abstract:

Precast prestressed beams have been widely deployed in bridge construction due to their high load carrying capacities and their low-span-to-depth ratio. However, durability issues associated with the corrosion of the steel reinforcement have been a major concern for this type of bridge superstructures. To overcome the problem of steel corrosion, this study investigates a new concept for bridge construction using decked bulb T beams reinforced/prestressed with corrosion-free carbon fibre composite cable (CFCC) strands instead of the conventional steel reinforcement. An experimental investigation has been conducted to evaluate the performance of the new bridge superstructure under service and ultimate limit states. The investigation comprised the construction, instrumentation, and testing of three single decked bulb T beams prestressed/reinforced with different reinforcement materials and a one-half-scale bridge model composed of five adjacent CFCC prestressed decked bulb T beams. The bridge model had a total span of 9,750 mm, a width of 2,590 mm, and a depth of 356 mm. To expedite the construction process, no cast-in-place deck slab was provided. Instead, the decked bulb T beams in the bridge model were interconnected at their top flanges and at the diaphragms using ultra high performance concrete (UHPC) shear key joints.

The key objectives of the study are to investigate the performance of CFCC reinforced decked bulb T beams under different limit states and to evaluate the behaviour of a newly developed shear key joint between the top flanges of the adjacent beams. The experimental investigation revealed that CFCC precast prestressed decked bulb T beam bridge superstructures has a consistent, reliable, and predictable performance. In addition, UHPC shear key joints are stronger than the flanges of the beams. Therefore, it is concluded that the newly developed bridge superstructure can be easily deployed in bridge construction to achieve an enhanced performance, expedited construction process, and extended lifespan.

Keywords:
bridges prestressing post-tensioning CFRP Decked bulb T beams CFCC