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To select and design an appropriate anchorage system for use in an FRP strengthening system, it is important that findings from previous research studies be known.
Longitudinal CFRP was installed only on the north and south sides of Column 1-R because the column was subjected to uniaxial bending and no torsion, and because space limitations did not allow for installation of an appropriate anchorage system to anchor longitudinal sheets on the east and west faces.
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Open image in new window Fig. 9 Novel anchorage system.
Independent FRP anchorage system testing is also summarized and discussed.
Details of this anchorage system are shown in Fig. 12.
Improper selection of an anchorage test method could lead to an overestimation of the strength of the anchorage system.
In general, this would suggest that double-shear anchorage tests tend to underestimate the strength of an anchorage system.
Background of the study is a non-mechanical anchorage system for prestressed composite strips known as the gradient anchorage.
A photo of the anchorage system is shown in Fig. 9, and details of the anchorage system design are described by Grelle (2011).
Also, the detailing problems with the anchorage system were avoided by maintaining a gap between the repaired column and the anchorage system.
Although performance of the anchorage system was not described in detail, Hiotakis (2004) reported that the CHS anchorage offered improved performance over traditional bolted L-shaped angle anchorage systems.
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