From: Structural Behavior Analysis of UHPC Hybrid Tower for 3-MW Super Tall Wind Turbine Under Rated Wind Load
Diameter of prestressing tendon
15.2 mm (1\(\times\)7)
Ultimate tensile strength
1860 MPa
Density
7850 kg/m3
Elastic modulus
1.95 × 105
Poisson’s ratio
0.3
Prestressing stress
1231 MPa