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Table 4 William and Warnke failure criterion parameters for concrete.

From: Mechanical Characteristics of Hybrid-Fiber-Reinforced Concrete Shaft Wall Structure Under Uneven Load

Serial number

Parameter

Meaning

Value range

1

ShrCf-Op

Shear transfer coefficient of crack opening (i.e., cracking)

0–1

2

ShrCf-Cl

Shear transfer coefficient of crack closure (i.e., crushing)

0–1

3

UnTensSt

Uniaxial tensile strength

Value taken according to test results

4

UnComSt

Uniaxial compressive strength

Value taken according to test results

5

BiComSt

Biaxial compressive strength

1.2FC, where FC is the uniaxial compressive strength