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Different prestressing and anchoring procedures are investigated: (i) post-tension, with mechanical anchorage on the ends of the wood elements; (ii) pre-tension, with the anchorages being either mechanical, as in the previous system, or glued, with the force being gradually transferred through shear stresses along a certain length of the wire/wood interface.
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Large stone block anchorages are on both shores.
Anchorages are at Gōnoura (the chief town), Katsumoto, and Ashibe.
The anchorages were sealed, and barbed wire was placed on the cables.
The anchorages were heavily ornamented in the Beaux-Arts style with cartouches, complicated quoining and other decorative stonework that had the lacy delicacy of the present Grand Central Terminal.
Bolted angle anchorages are shown in Fig. 10.
The number of anchorages is different in each specimen.
The DE3 test specimen was a strengthened with GFRP plates of which 2 anchorages were used.
An example of FRP strip anchorages is displayed in Fig. 8.
Anchorages were not used in reference test specimens numbered 1 and 2. Two anchorages were used per GFRP plate in the test specimens numbered 3. Three anchorages were used per GFRP plate in the test specimens numbered 4. Four anchorages were used per GFRP plate in the test specimens numbered 5.
An analytical model for predicting strength of composite slabs with end anchorages is presented.
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