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Prototype sulfate-damaged beams were repaired using varying configurations of (carbon and glass) fiber reinforced polymer (FRP) sheets or strips.
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Defects were repaired as per specifications and most defects were repaired using low-pressure epoxy injection.
This study establishes a numerical model of reinforced concrete beams that are repaired using TRC composite materials.
This research aims to study: (1) the crack damage mitigation and shear behavior of reinforced concrete (RC) beams that have been repaired using strain-hardening cement-based composite (SHCC) via experimental testing and (2) the contribution of the SHCC layers to the shear strength of the repaired RC beams via predictions.
The nine beams were artificially damaged and have been repaired using FRP sheets.
The two beams were repaired along the entire length of the girders using a single layer of CFRP strip with 6.4 mm thick then they were tested.
The damaged beams were repaired with epoxy-based glue.
In this group, the damaged beams were repaired by externally bonded the composite material on the tension flange only (repaired method Case # 1) as shown in Fig. 2.
A replacement main beam was made from pitch pine, and the oak beam was repaired.
The beams were notched and then repaired using selected inorganic and organic repair compounds.
Besides, the mechanical behavior of the beam repaired using an ultra-high performance fiber reinforced concrete is quite better than that of the reference one.
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