作者: L.S. Lee
DOI: 10.1533/9780857090928.1.117
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摘要: Abstract: The bridge superstructure acts as the primary conduit to transfer vehicles safely over a crossing. Due harsh, changing environmental conditions and increased load demands, safety of structure can deteriorate time. Fiber reinforced polymer (FRP) composites are often being used restore extend usable life concrete components. This chapter examines use FRP rehabilitate flexural components, namely decks girders. A time-dependent reliability approach is presented in order estimate remaining service rehabilitated deck.