Synthesis of Repair Materials and Methods for Reinforced Concrete and Prestressed Bridge Girders

• Published in: Materials Vol. 13; no. 18; p. 4079
• Main Authors: Ghaffary, Azin, Moustafa, Mohamed A.
• Format: Journal Article
• Language: English
• Published: MDPI 14.09.2020; MDPI AG
• Subjects: bridge girder repair; EB repair approach; FRP-based materials; NSM repair approach; overheight vehicle collision; Review; shear cracks
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma13184079

Bridge structures nationwide across the United States are aging and in need of repair or, in some cases, full replacement. Repair decisions are common among bridge owners because of the economic feasibility when compared to the higher cost of full replacement of damaged or deteriorated bridge components such as girders. Using a proper repair approach, as a long-term or just a short-term solution, can lead to benefits that could not be achieved otherwise such as considerable savings in both time and cost. Additionally, an appropriate repair approach can help avoid adverse environmental impacts, interruptions to service, overburdening of nearby infrastructure, and local opposition to construction. The main objective of this paper is to provide a synthesis of the repair methods and materials for reinforced concrete bridge girders proposed in research studies, i.e., state-of-the-art as well as state-of-the-practice established methods. Different steps in the general repair procedure are explained first. Next, a detailed description of three common bridge girder deficiencies, i.e., shear, flexural, and fire damage, is provided. For each damage type, the main causes and common solutions found in the literature are presented. The authors then provide specific recommendations to each repair procedure. This is intended to enable researchers, engineers, and decision makers to compare the available repair methods more conveniently to find the optimal repair approach for specific projects based on economic and environmental requirements as well as structural and construction conditions.