|
| Author | Type of test | Strain paths | Strain path reversal | Constitutive model | Optimization steps | Number of cost functions | Analysed results | Measuring instants |
|
| Cooreman et al. [21] | Cruciform biaxial tensile test | Uniaxial tension to biaxial stretching | No | Hill’48 criterion
+
Swift isotropic law | One | One | Strain field (2D) | Various
() |
| Schmaltz and Willner [24] | Cruciform biaxial tensile test | Simple shear to biaxial stretching (but depending on the test geometry) | No | Hill’48 criterion
+
Hockett-Sherby isotropic law
(only 2 of 4 parameters identified) | Two steps using
the same cost function | One | Displacement field (2D) | One |
| Prates et al. [25] | Cruciform biaxial tensile test | Uniaxial tension to biaxial stretching | No | Hill’48 criterion
+
Swift isotropic law | Five steps using
four cost functions | Four | Load
+
equivalent strain field (1D) | During the test
One |
| Prates et al. [26] | Cruciform biaxial tensile test | Uniaxial tension to biaxial stretching | No | Various criteria ()
+
Swift and Voce isotropic laws | Two (Hill’48 criterion) or three (other criteria) | Two or three | Load
+
equivalent strain
+
strain path fields (1D) | During the test
One |
| Zhang et al. [28] | Cruciform biaxial tensile test | Uniaxial tension to biaxial stretching | No | Bron and Besson criterion | One | One | Strain field (1D) | One |
| Liu et al. [29] | Cruciform biaxial tensile test | Uniaxial tension to biaxial stretching | No | Voce-type isotropic law | One | One | Strain field (2D) | During the test |
| Güner et al. [22] | Uniaxial tensile test on a notched sample | Near uniaxial tension | No | Yld2000 (2D) criterion | One | One | Strain field (2D)
+
load | During the test |
| Pottier et al. [23] | Out-of-plane test | Simple shear to biaxial stretching | No | Hill’48 Criterion
+
Ludwick isotropic law | One | One | Load
+
displacement field (3D) | Various
() |
| Chamekh et al. [51] | Circular and elliptical bulge tests | Biaxial stretching | No | Ludwick isotropic law
+
, , and | Two | One | Pressure | During the test |
| Bambach [52] | Circular bulge test | Biaxial stretching | No | Voce isotropic law | Two | Four | Pressure, pole strain, and pole thickness | During the test |
| Reis et al. [53] | Circular bulge test | Biaxial stretching | No | Swift isotropic law | Four | One | Pressure | During the test |
| Eggertsen and Mattiasson [54] | Three-point bending test | Tension-
compression | Yes | Various kinematic laws () | One | One | Load | During the test |
| Yin et al. [55] | Twin bridge shear test | Pure shear to uniaxial tension | Yes | Armstrong-Frederick kinematic law
+
Voce isotropic law (only 2 of 3 parameters identified) | One | One | Angular moment | During the test |
| Pereira et al. [56] | Shear test | Shear with reversal | Yes | Lemaître-Chaboche kinematic law
+
Swift isotropic law | One | One | Load | During the test |
|
