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dissertation global and local fracture properties of metal matrix ...

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Table 4.7. The detailed results <strong>of</strong> the calculation procedure for Particle 4 <strong>of</strong> Specimen Al2O3-<br />

10-RT . The particle coordinates are r = 30.5 µm, θ = 30°, <strong>and</strong> the COD at void initiation is<br />

CODvi = 7 µm. The particle <strong>and</strong> <strong>matrix</strong> stress <strong>and</strong> strain tensors are evaluated via an iterative<br />

Stress tensor [MPa]<br />

procedure. The final value <strong>of</strong> the secant modulus <strong>of</strong> the <strong>matrix</strong> was Es m = 14.46 GPa.<br />

⎛516<br />

⎜<br />

⎜ 37<br />

⎜<br />

⎝ 0<br />

Mesoscopic Particle Matrix<br />

37<br />

735<br />

0<br />

0 ⎞<br />

⎟<br />

0 ⎟<br />

623⎟<br />

⎠<br />

⎛385<br />

⎜<br />

⎜ 79<br />

⎜<br />

⎝ 0<br />

79<br />

845<br />

0<br />

0 ⎞<br />

⎟<br />

0 ⎟<br />

609⎟<br />

⎠<br />

⎛531<br />

33 0 ⎞<br />

⎜<br />

⎟<br />

⎜ 33 723 0 ⎟<br />

⎜<br />

⎟<br />

⎝ 0 0 624⎠<br />

⎛σ<br />

1 ⎞<br />

Principal stresses ⎜ ⎟<br />

⎜σ<br />

2 ⎟<br />

⎜ ⎟<br />

⎝σ<br />

3 ⎠<br />

[MPa]<br />

⎛ 741⎞<br />

⎜ ⎟<br />

⎜623⎟<br />

⎜ ⎟<br />

⎝510⎠<br />

⎛858⎞<br />

⎜ ⎟<br />

⎜609⎟<br />

⎜ ⎟<br />

⎝372⎠<br />

⎛728⎞<br />

⎜ ⎟<br />

⎜624⎟<br />

⎜ ⎟<br />

⎝525⎠<br />

Maximal Shear Stress<br />

[MPa]<br />

116 243 101<br />

Equivalent stress [MPa] 200 421 176<br />

Mean stress [MPa] 625 613 626<br />

Stress triaxiality 3.1 1.5 3.6<br />

Strain tensor<br />

⎛− 0 . 0088<br />

⎜<br />

⎜ 0.<br />

0031<br />

⎜<br />

⎝ 0<br />

0.<br />

0031<br />

0.<br />

0092<br />

0<br />

0 ⎞<br />

⎟<br />

0 ⎟<br />

-8<br />

- 7x10 ⎟<br />

⎠<br />

⎛ ×<br />

⎜<br />

⎜<br />

⎜<br />

⎝<br />

−5<br />

8 10<br />

0.<br />

00023<br />

0<br />

0.<br />

00023<br />

0.<br />

00141<br />

0<br />

0 ⎞<br />

⎟<br />

0 ⎟<br />

⎟<br />

0.<br />

00073⎠<br />

⎛−0.<br />

0098<br />

⎜<br />

⎜ 0.<br />

0034<br />

⎜<br />

⎝ 0<br />

0.<br />

0034<br />

0.<br />

0101<br />

Maximal shear strain 0.0095 0.0007 0.0105<br />

Equivalent strain 0.0106 0.0009 0.0117<br />

0<br />

0 ⎞<br />

⎟<br />

0 ⎟<br />

−5<br />

−8×<br />

10 ⎟<br />

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