Table 12 Fracture toughness results calculated by finite element method of different models at micro scale.

From: Study on micro crack propagation mechanism of ferrite–pearlite gas transmission pipeline steel with lamellar structure

Model size (μm)

Terminal type

ID

maximum support reaction Fmax (μN)

Displacement at the maximum support reaction U (μm)

Critical stress intensity factor KIC (MPa·μm1/2)

Critical J-integral JIC (MPa·μm)

2.5 × 2.4

C–Fe

1

322.014

0.013

2199.338

20.613

Fe–Fe

2

289.329

0.011

1976.101

16.446

Fe–C

3

314.945

0.012

2151.057

19.860

C–C

4

347.225

0.014

2371.527

23.908

5 × 4.8

C–Fe

5

453.188

0.018

2188.671

20.467

Fe–Fe

6

419.869

0.016

2027.757

17.354

Fe–C

7

444.103

0.017

2144.795

19.867

C–C

8

494.871

0.019

2389.979

23.996

10 × 9.6

C–Fe

9

655.081

0.025

2237.083

21.487

Fe–Fe

10

610.247

0.022

2083.977

18.273

Fe–C

11

643.184

0.025

2196.455

20.860

C–C

12

703.355

0.027

2401.938

24.822