Abstract
This paper introduces steel reinforced polymer (SRP) as a way to strengthen civil structures. This technique consists of cords formed by interwoven high-strength steel wires embedded within a polymeric resin. a comprehensive study addressing analysis, design, installation, load rating and monitoring of a bridge strengthened with this technology is reported. the SRP system was easily installed, demonstrating its similarity to more traditional fiber reinforced polymer (FRP) strengthening techniques. Load tests were performed to evaluate the bridge structural behavior prior and after the strengthening in accordance with AASHTO specifications, showing that the rehabilitation performed as predicted and therefore created the possibility to remove the bridge load posting. © 2006 Elsevier Ltd. All rights reserved.
Recommended Citation
A. Lopez et al., "Strengthening of a Reinforced Concrete Bridge with Externally Bonded Steel Reinforced Polymer (SRP)," Composites Part B: Engineering, vol. 38, no. 4, pp. 429 - 436, Elsevier, Jun 2007.
The definitive version is available at https://doi.org/10.1016/j.compositesb.2006.09.003
Department(s)
Civil, Architectural and Environmental Engineering
Keywords and Phrases
D. Non-destructive testing; Steel reinforced polymer
International Standard Serial Number (ISSN)
1359-8368
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2024 Elsevier, All rights reserved.
Publication Date
01 Jun 2007
Comments
Missouri Department of Transportation, Grant None