Table 3 Material parameters of the PCCP.

From: Structural behavior of large diameter prestressed concrete cylinder pipelines subjected to strike-slip faults

Material

Density (kg/m3)

Elastic modulus

(MPa)

Poisson’s ratio

Compressive strength

(MPa)

Tensile strength

(MPa)

Steel wire

7833

205,000

0.3

-

1570

Concrete

2500

35,500

0.2

35.5

2.74

Cylinder

7833

206,000

0.3

-

235

Mortar

2200

24,165

0.2

45

3.49