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- W334398768 abstract "In this study, a continuous reinforced concrete slab bridge carrying westbound traffic on Interstate I-10 near Lordsburg, New Mexico was evaluated. Due to a drawing oversight, the bridge was originally built in April 2006 with half the required steel in the positive moment regions; as a result, the bridge was retrofit with a CFRP laminate system in November 2006. Load tests were conducted before and immediately after the retrofit. Finite-element analysis was also performed to evaluate the slab behavior. Addition of the CFRP resulted in rating factors larger than one confirming the CFRP was effective in retrofitting the bridge for strength. Before retrofit, bending stresses exceeded the limits to control inelastic deformations and concrete cracking. After retrofit, the limits were satisfied but only by a small margin. Thus, serviceability of the bridge based on crack widths and steel yielding remains a concern due to the high stresses experienced before and after the retrofit." @default.
- W334398768 created "2016-06-24" @default.
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- W334398768 date "2010-01-01" @default.
- W334398768 modified "2023-09-26" @default.
- W334398768 title "Pre-Retrofit and Post-Retrofit Behavior of a Reinforced Concrete Slab Bridge" @default.
- W334398768 hasPublicationYear "2010" @default.
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