Skip to main content

Table 7 Comparison between test results and theatrical equations

From: Structural Behavior of Ultra-High Strength Concrete Columns Reinforced with Basalt Bars Under Axial Loading

Column

ID

Experimental load

(kN)

Equation (1)

(kN)

Equation (2)

(kN)

Equation (3)

(kN)

Equation (4)

(kN)

C1-A

1625

991.25

975.02

975.30

1755.00

C1-B

2020

1212.00

1191.80

1191.80

2161.40

C1-C

1690

929.50

946.40

929.50

1853.12