Steel Strain Characteristics
Steel Course of the Strain Lines
Cast Iron with Spheroidal Graphite

Material

Ductile cast iron is a development of gray cast iron, a material which has been used for pipeline construction for centuries because of its high resistance against chemical and mechanical influences. Through its very high ductility, the ductile cast iron is capable of withstanding the high impact energies of the pile driving process.

 

Stress strain diagram of the ductile iron used for the piles in comparison with gray cast iron and constructon steel (left), and magnified micro structure of the ductile cast iron with its typical spheroidal graphite (right).

 

Relation of the Work Lines:
GG-ST37-GGG

Cast Iron with Spheroidal Graphite

(GGG)

 

In the melted cast iron mass graphite is converted from a tapered lamellar (toothlike) shape (gray cast iron) into a spheroidal shape (ductile cast iron). Thus, the mechanical characteristics are significantly changed, strength is increased and the material becomes more ductile.

Specifications

Pipe Dia. Pipe Thickness Pipe Length Weight per Pipe Cross Section Area Tensile Stress Yield Stress Ultimate Load Yield Load Section Modulas Moment of Inertia
[mm] / [in] [mm] / [in] [m] / [ft] [kg] / [lb] [mm2] / [in2] [MPa] / [ksi] [MPa] / [ksi] [kN] / [kip] [kN] / [kip] [cm3] / [in3] [cm4] / [in4]
118 / 4.65 7.5 / 0.30 5 / 16.4 105 / 231 2604 / 4.04 420 / 61 300 / 44 1093 / 246 781 / 176 68 / 4.15 399 / 9.59
118 / 4.65 9 / 0.35 5 / 16.4 123 / 271 3082 / 4.78 420 / 61 300 / 44 1294 / 291 925 / 208 78 / 4.76 461 / 11.08
118 / 4.65 10.6 / 0.42 5 / 16.4 142 / 313 3576 / 5.54 420 / 61 300 / 44 1502 / 338 1073 / 241 88 / 5.37 521 / 12.52
170 / 6.69 9 / 0.35 5 / 16.4 186 / 410 4552 / 7.06 420 / 61 300 / 44 1912 / 430 1366 / 307 174 / 10.62 1480 / 35.56
170 / 6.69 10.6 / 0.42 5 / 16.4 213 / 470 5308 / 8.23 420 / 61 300 / 44 2229 / 501 1592 / 358 199 / 12.14 1683 / 40.43

Notes:

  • Cross sectional areas are based on minimum values.
  • Section lengths: 5.0m (16.4 ft) for all piles; overall length of 118 pipe sections = 5.155m (16.914 ft), overall length of 170 pipe sections = 5.215m (17.11 ft).
  • Working load of Ductile Iron calculated from yield stress x minimum cross sectional area, with standard code factors applied.
  • Modulus of Elasticity: E = 160,000 N/mm2 (23,206 ksi)
  • Brinell Hardness: 230 HB max.
  • Density: 7.05 g/cm3 (0.255 lb/in3)