3.9 Article

Fiber Reinforced Polymer Culvert Bridges-A Feasibility Study from Structural and LCC Points of View

期刊

INFRASTRUCTURES
卷 6, 期 9, 页码 -

出版社

MDPI
DOI: 10.3390/infrastructures6090128

关键词

fiber reinforced polymer (FRP); culvert; bridge; design; LCC analysis

资金

  1. Chalmers Areas of Advance
  2. Swedish Transport Administration

向作者/读者索取更多资源

Soil-steel composite bridges (SSCB) are increasingly popular for short-span bridges due to their low cost, rapid construction, and adaptability. These bridges gain strength over time from soil consolidation, but their load-carrying capacity depends on the condition of the steel arch element. Corrosion is a major drawback, especially for bridges over waterways, and replacing steel with FRP composites can improve durability and reduce maintenance costs.
Soil-steel composite bridges (SSCB) have become increasingly popular for short-span bridges as an alternative to concrete slab bridges mainly due to their low initial cost, rapid manufacture, simplified construction, and geometrical adaptability. SSCBs have a variety of applications and can be used over waterways or roadways. While conventional bridges tend to lose their load-carrying capacity due to degradation, SSCBs gain strength because of backfill soil consolidation. However, the load carrying capacity and integrity of such structures highly depends on the condition and load-carrying capacity of the steel arch element. A major drawback of SSCBs, especially those located on waterways or with poor drainage, is corrosion and subsequent loss of cross-sectional capacity. Unfortunately, the inspection of such bridges is not straightforward and any damage/collapse will be very costly to repair/replace. Fiber reinforced polymer (FRP) composites offer an attractive alternative to replace the steel in these types of bridges. FRP composites have significantly improved durability characteristics compared to steel, which will reduce maintenance costs and improve life-cycle costs (LLCs). This paper presents a new concept to use glass FRP as a construction material to construct soil-FRP composite bridges (SFCB). Various aspects of design and manufacturing are presented along with results and conclusions from a case study involving alternative bridge designs in steel and FRP composites.

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