Skip to main content

Table 1 Parameters for the simplified constitutive model of UHPC.

From: Structural Behavior Analysis of UHPC Hybrid Tower for 3-MW Super Tall Wind Turbine Under Rated Wind Load

Parameter

Tensile cracking strength (fUt,1st)

Tensile cracking strain (εut,1st)

Ultimate tensile strength (fUtu)

Ultimate tensile strain (εUtu)

Elastic modulus (E)

Poisson’s ratio (μ)

Compressive strength (fUc)

Ultimate compressive strain (εUcu)

Value

6–8 MPa

0.0001

15 MPa

0.0025

45 GPa

0.18

200 (MPa)

0.0036