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Pore pressures from flow are used as loads for the geomechanics code in the determination of stresses, strains, and displacements.
This is a significant contribution to the current state-of-the-art for determination of stresses within granular materials, and paves the way to further developments.
The bottom-up approach from the electrically induced strain in the piezoelectric part enables the determination of stresses and strains at every point in the bender.
Determination of stresses and deformations is independent, and elastic constants are identified by seeking an optimum match between stress and conjugate strain variables through linear mappings on average over the ensemble of local control volumes.
Various solution formulations are examined to evaluate factors affecting the accurate determination of stresses and deflections for equivalent linearization finite element solutions.
The first part of this two-part paper presents a novel in situ curvature method for determination of stresses and Young's modulus of plasma sprayed coatings.
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Some already available simple analytical models for determination of shear stresses and perpendicular-to-grain tensile stresses are examined and compared with the experimental results.
For the determination of stress in foundation structure is needed to determine the influence of the stiffness respectively pliability of subsoil to structural internal forces, and vice versa, how the stiffness of the foundation structure affects the resulting subsidence.
The procedure involves both analytical and experimental methods to determine service loads; numerical analysis of local stresses by finite element method and determination of stress time history of individual local stress and stress spectrum from numerical analysis and pass schedule.
This method allows more practically determination of stress gradients near the surface in specific directions.
This work is performed through the determination of stress states due to both thermal tempering and in-plane loading.
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