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The crack velocity increased with increasing the stress intensity factor.
PWHT process can obviously decrease the residual stress intensity factor.
Some stress intensity values and device geometry configurations are investigated.
Implementing the stress intensity approach from linear elastic fracture mechanics theory45 (KI = Δσ√πa for an idealized two-dimensional isolated crack), the resulting thermally generated stress intensity factor, KI(therm) is between 0.05 and 0.18 MPa√m.
Forces are converted to uplift tensile stresses through analysis of exfoliation sheet geometry (see Methods—"Fracture stress intensity analysis" section).
Using this regional measurement results in a tectonic stress intensity factor (KI tect)) equal to 0.62 MPa√m (see Methods).
Stress intensity factors are calculated and presented in graphical form.
The stress intensity distribution patterns over the plate are analyzed.
Results show that bridging condition has minimum stress intensity factor.
This redefined effective stress intensity factor is termed ΔKRPG.
A parametric stress intensity factor equation has then been proposed.
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