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The proposed analytically numerically based procedure is employed for numerical computation of mesoscopic stress distributions in short fibers.
A displacement based procedure is employed and inelastic redistribution is modeled through a distributed plasticity (fiber) model exploiting pile material constitutive laws and numerical integration over the cross-sections, while the surrounding soil is modeled through independent inelastic Winkler springs.
To derive the significance of observed PEM scores, a permutation-based procedure was employed.
To prevent bias, stratified sampling procedure was employed to create two strata of the population based on gender.
A two-step fitting procedure was employed.
A two staged excavation procedure was employed.
A fitting procedure was employed to obtain the kinetic parameters.
A three-step cultivation procedure was employed.
Here, a randomization procedure was employed to select the character.
A similar procedure was employed for adult heads.
The same procedure was employed for the B C pair.
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