A Case Study of Life Cycle Cost based on a Real FRP Bridge

Itaru Nishizaki · Nobufumi Takeda · Yoshio ISHIZUKA · Takumi Shimomura

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Life Cycle Costing Analysis Structural Behavior of Reinforced Concrete Concrete Corrosion and Durability

Abstract

In this paper, the authors considered and calculated Life Cycle Cost (LCC) of FRP and Pre-Stressed Concrete (PC) footbridges based on an actual FRP footbridge constructed in Japan. Three types of PC bridges and two types of FRP bridges were set as model cases. The result suggests that FRP bridges have the competitive edge in spite of their initial cost and are more efficient when durability is required in severely corrosive environments.

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References

1999Life-Cycle Costs of Fiber-Reinforced-Polymer Bridge Decks 2002Financial Viability of Fiber-Reinforced Polymer (FRP) Bridges 2002Life-Cycle Cost of All-Composite Suspension Bridge

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