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- W96683260 abstract "Five localized punching shear failures occurred on important precast deck panel bridges in southwest Florida. This was attributed to the use of compressible fiberboard for supporting the precast panels. This paper describes the in-depth investigation undertaken to understand the cause of failure and the subsequent development of a deterioration model for identifying at-risk deck panel bridges. This was based on a comprehensive review of historical inspection records, bridge plans, special reports, on-site forensic investigation of bridges being replaced and interviews with inspectors. The qualitative deterioration model identified 13 stages leading to failure and was successfully used to prioritize the planned replacement of 85 precast deck panel bridges over ten years. The validity of the model was proven by subsequent punching shear failures of two more precast panel deck bridges, both included in the top ten at-risk bridge list." @default.
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- W96683260 date "2015-01-01" @default.
- W96683260 modified "2023-09-23" @default.
- W96683260 title "Deterioration Model for Precast Deck Panel Bridges" @default.
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- W96683260 hasPublicationYear "2015" @default.
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