Research Article

Development of the Large-Tonnage Pressure-Type Prestressed Anchor Cable with BFRP for Geotechnical Engineering and Its Mechanical Properties

Figure 15

The mechanical analysis of the off-axial effect at the contact location of the end anchor sleeve and the end steel load-bearing plate during the tensioning process of this large-tonnage BFRP anchor cable: (a) the mechanical illustration and (b) the loading distribution on the sectional area.
(a)
(b)