Application of titanium alloy bars for strengthening reinforced concrete bridge girders (part B: flexure)

Title from PDF title page (viewed on October 12, 2017)., "SPR 775.", "FHWA-OR-18-03"--Technical report documentation page., "This research investigates the application of TiABs [hooked titanium alloy bars] for strengthening reinforced concrete bridge girders deficient in flexure. It tries to accomplish this in two different ways. First, it is imperative to understand the performance of the TiABs installed by the NSM [near-surface mounting] technique when subjected to high-cycle fatigue and freeze-thaw environmental exposure to ensure the long-term success of field applications. Second, to study an alternative installation method that uses unbonded TiABs to provide a rapid, simple, less expensive, and structurally effective approach for flexural strengthening"--Page 2., This archived document is maintained by the State Library of Oregon as part of the Oregon Documents Depository Program. It is for informational purposes and may not be suitable for legal purposes., Includes bibliographical references (pages 103-105)., Sponsored by Oregon Department of Transportation, Research Section; Federal Highway Administration, Mode of access: Internet from the Oregon Government Publications Collection., Text in English., Final report
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This archived document is maintained by the State Library of Oregon as part of the Oregon Documents Depository Program. It is for informational purposes and may not be suitable for legal purposes.