Full thermo-mechanical coupling using eXtended finite element method in quasi-transient crack propagation

Advanced Modeling and Simulation in Engineering Sciences

Table 4 Normalized SIFs for slope crack, \(\beta =30^\circ \) and various a / W

\(\varvec{\frac{a}{W}}\)	\(\varvec{K}_{\varvec{I}}^{\mathrm{norm}}\)				\(\varvec{K}_{\varvec{II}}^{\mathrm{norm}}\)
\(\varvec{\frac{a}{W}}\)	Present work	[54]	[44]	[27]	Present work	[54]	[44]	[27]
0.2	0.0021	0.002	0.002	0.0020	0.0301	0.030	0.030	0.0302
0.3	0.0069	0.008	0.006	0.0068	0.0484	0.048	0.048	0.0489
0.4	0.0152	0.015	0.014	0.0149	0.0640	0.064	0.064	0.0650
0.5	0.0269	0.027	0.026	0.0265	0.0773	0.076	0.076	0.0774
0.6	0.0408	0.041	0.040	0.0407	0.0872	0.086	0.087	0.0878