Table 2.

Experimental results under multiaxial loading [6]. The values of ${\phi }_i$, ${\mathrm{\Phi }}_i$, $\mathrm{\Delta }{\epsilon }_{ASME,i}^{}$, ($i=1,\dots ,18$) for each strain path are reported.

TEST No.	${\mathit{\epsilon }}_{\mathit{a}}$ (%)	${\mathit{\gamma }}_{\mathit{a}}$ (%)	$\mathit{\beta }$ (°)	${\mathit{N}}_{\mathit{e}\mathit{x}\mathit{p}}$ (Cycles)	$\mathit{\phi }$ (°)	$\mathrm{\Phi }$ (-)	$\mathsf{\Delta }{\mathit{\epsilon }}_{\mathit{A}\mathit{S}\mathit{M}\mathit{E}}$ (%)	${\mathit{N}}_{\mathit{f}}$ (Cycles)
T1	0.345	0.648	0	47,195	45	0	1.018	84,402
T2	0.427	0.710	0	20,611	45	0	1.184	43,305
T3	0.576	0.938	0	4141	45	0	1.581	12,059
T4	0.687	1.111	0	1795	45	0	1.880	5617
T5	0.863	1.371	0	868	45	0	2.342	2127
T6	1.391	2.038	0	351	45	0	3.644	302
T7	0.391	0.643	45	20,953	43.143	0.412	0.996	8434
T8	0.418	0.702	45	9478	43.744	0.414	1.076	5922
T9	0.496	0.831	45	4898	43.675	0.414	1.275	2800
T10	0.620	1.043	45	1563	43.792	0.414	1.597	1033
T11	0.772	1.255	45	683	42.813	0.411	1.957	431
T12	1.224	1.756	45	185	37.811	0.403	2.947	79
T13	0.349	0.639	90	45,138	90.000	0.946	0.738	5434
T14	0.418	0.704	90	37,273	0.000	0.972	0.836	10,102
T15	0.499	0.821	90	11,152	0.000	0.950	0.998	4859
T16	0.556	0.934	90	2332	0.000	0.970	1.112	2881
T17	0.632	1.079	90	1017	0.000	0.986	1.264	1579
T18	1.229	1.700	90	233	0.000	0.799	2.458	129