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Table 2 Summary of effective strains \(\bar {\varepsilon }\) (Eq. (3)), von Mises stresses \(\bar {\sigma }\) [MPa] (Eq. (1)) and stress triaxiality η (Eq. (2)) at crack initiation for both experiments and simulations

From: Strain and stress conditions at crack initiation during shearing of medium- and high-strength steel sheet

 

Medium strength

 

High strength

 
 

1 clamp

 

2 clamps

 

1 clamp

 

2 clamps

 
 

0.05h

0.15h

0.25h

0.05h

0.15h

0.25h

0.15h

0.25h

0.15h

0.25h

\(\bar {\varepsilon }_{\mathrm {I}}^{\text {exp}}\)

1.7

1.7

3.0

1.0

1.1

1.2

0.6

0.5

0.6

1.0

\(\bar {\varepsilon }_{\mathrm {I}}^{\text {sim}}\)

2.4

2.2

3.5

2.0

1.9

1.9

1.5

1.7

1.1

1.2

\(\bar {\varepsilon }_{\text {II}}^{\text {sim}}\)

1.7

1.5

2.9

1.5

1.5

1.5

1.0

0.9

0.8

0.9

\(\bar {\sigma }_{\mathrm {I}}^{\text {exp}}\)

850

840

870

820

820

840

1480

1480

1480

1480

\(\bar {\sigma }_{\mathrm {I}}^{\text {sim}}\)

930

930

990

850

900

910

1520

1530

1530

1480

\(\eta _{\mathrm {I}}^{\text {exp}}\)

0.2

0.05

0.2

0.1

0.1

0.1

0.2

0.2

0.05

0.1

\(\eta _{\mathrm {I}}^{\text {sim}}\)

0.3

0.05

0.3

0.2

0.4

0.5

0.0

0.1

-0.2

0.3

\(\eta _{\text {III}}^{\text {sim}}\)

0.7

0.7

0.8

0.4

0.5

0.6

0.3

0.4

0.2

0.4

  1. These parameters were evaluated in three regions denoted I, II and III and located as shown in Fig. (17). Steel sheets of two strength levels, two clamping configurations and three clearances, expressed as fractions of sheet thickness h, were used