Table 3.
Optimized model constants for constant and dynamic shear stress experiments
Model | C1 | C2 | α | β | LSE (× 10−3) | |
---|---|---|---|---|---|---|
a) Constant only | ||||||
L | 7.59 × 10−6 | - | - | - | 1.9 | |
OPL | 1.47 × 10−6 | - | 1.0400 | 1.3000 | 1.0 | |
CPL | 5.35 × 10−5 | - | 0.8240 | 0.7620 | 2.1 | |
MPL | 7.30 × 10−2 | - | 1.0300 | 0.0063 | 33.4 | |
L w/ loading rate | C1=C2 | 4.36 × 10−6 | - | - | - | 1.7 |
C1≠C2 | 5.78 × 10−6 | 2.65 × 10−6 | - | - | 1.5 | |
CPL w/ loading rate | C1=C2 | 3.40 × 10−5 | - | 0.5280 | 0.9700 | 3.0 |
C1≠C2 | 2.07 × 10−5 | 2.14 × 10−9 | 0.8720 | 0.9000 | 1.5 | |
MPL w/ loading rate | 6.19 × 10−7 | - | 1.0400 | 1.4400 | 32.2 | |
b) Dynamic only | ||||||
L | 3.39 × 10−5 | - | - | - | 12.4 | |
CPL | 1.30 × 10−4 | - | 1.0293 | 0.7249 | 11.7 | |
MPL | 7.85 × 10−8 | - | 1.2600 | 2.0700 | 114.0 | |
L w/ loading rate | C1=C2 | 7.52 × 10−9 | - | - | - | 17.6 |
C1≠C2 | 2.17 × 10−5 | 3.59 × 10−9 | - | - | 6.9 | |
CPL w/ loading rate | C1=C2 | 9.10 × 10−2 | - | 0.0002 | 0.0468 | 2.7 |
C1≠C2 | 9.84 × 10−3 | 4.15 × 10−6 | 0.4291 | 0.1628 | 2.4 | |
MPL w/ loading rate | 6.86 × 10−6 | - | 0.3120 | 1.3200 | 83.9 | |
c) Constant and dynamic | ||||||
L | 1.23 × 10−5 | - | - | - | 48.6 | |
CPL | 5.59 × 10−1 | - | 0.3940 | 0.0068 | 17.1 | |
MPL | 1.46 × 10−2 | - | 0.1500 | 0.2810 | 149.0 | |
L w/ loading rate | C1=C2 | 7.53 × 10−9 | - | - | - | 35.2 |
C1≠C2 | 8.65 × 10−6 | 5.95 × 10−9 | - | - | 13.0 | |
CPL w/ loading rate | C1=C2 | 6.97 × 10−3 | - | 0.0004 | 0.3710 | 10.8 |
C1≠C2 | 2.58 × 10−3 | 7.43 × 10−7 | 0.6890 | 0.2430 | 5.5 | |
MPL w/ loading rate | 8.30 × 10−7 | - | 1.2200 | 1.2600 | 91.7 |
Constants are optimized values corresponding to the lowest least square errors (LSE) for the linear (L), cumulative power law (CPL), and modified cumulative power law (MPL) models. Constants were optimized for (a) constant shear stress waveforms only, (b) dynamic shear stress waveforms only, and (c) constant and dynamic shear stress waveforms in combination.