Prestressed CFRP-strengthening and long-term wireless monitoring of an old roadway metallic bridge. (1st December 2018)

• Record Type: Journal Article
• Authors: Ghafoori, Elyas; Hosseini, Ardalan; Al-Mahaidi, Riadh; Zhao, Xiao-Ling; Motavalli, Masoud
• Is Part Of: Engineering structures. Volume 176(2018)
• Page Start: 585
• Page End: 605
• Publication Date: 2018-12-01
• Subjects: Prestressed CFRP plates -- Metallic bridges -- Wireless sensor network (WSN) monitoring -- Long-term structural health monitoring (SHM); Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2018.09.042
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Prestressed FRP-strengthening of a 122-years-old metallic roadway bridge. Long-term wireless sensor network (WSN) monitoring of the bridge. The CFRP plates were prestressed up to 980 MPa (≈38% of CFRP tensile strength). Strengthening resulted in 50% reduction in the tensile stress in the bridge girders. The FPUR system was shown to be effective for flexural and fatigue strengthening. Abstract: This paper presents an application of prestressed carbon fiber-reinforced polymer (CFRP) plates for the strengthening of metallic girders of a roadway bridge in Melbourne, Australia. The study also describes the application of a wireless sensor network (WSN) system for long-term structural monitoring of the retrofitted bridge girders. A flat prestressed unbonded retrofit (FPUR) system was developed to apply prestressed CFRP plates to the steel girders of the Diamond Creek Bridge (122 years old), which is subjected to daily passenger and heavy vehicles. The first section explains the results of sets of static and fatigue tests performed in the laboratory to examine the efficiency of the proposed FPUR system prior to its installation on the bridge. The second section presents details of different aspects of the CFRP strengthening of the bridge girders, fatigue design criteria, and layouts for short- and long-term monitoring. For the short-term measurements, the bridge was loaded with a 42.5-ton semi-trailer before and after strengthening. The CFRP plates were prestressed up to approximately 980 MPa (≈38% of the CFRP ultimate tensile strength), which resulted in about 50% reduction in the maximum tensile stress in the bridge girders. The third section discusses the development, installation, and preliminary results of the WSN system used to monitor the pre-stress level in the CFRP plates. The results of the short- and long-term measurements in this study show that the FPUR system is very effective for flexural and fatigue strengthening of bridge girders. Finally, a set of recommendations for long-term structural monitoring is provided.