Shear Performance of Vertical Joints in Wind Turbine Concrete Towers with Different Interface Processes
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DOI: 10.3390/buildings15020250
Abstract: As a weak part of the concrete tower in wind turbines, the insufficient shear capacity of vertical joints can cause the local shear failure of the tower, reduce the overall bearing capacity and stability of… read more here.
Keywords: capacity; interface processes; shear performance; interface ... See more keywords