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The flow and strength properties of the bulk materials which include the consolidation, shear and unconfined yield stresses were determined at different bulk densities and glycerol concentrations in the range of 1.5 3.0 g/cm3 and 15 25 ml glycerol per 100 g starch using a uniaxial compression test.
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Cylindrical discs of each polymer were initially subjected to a compressive force of 1500 pounds per square inch (psi) for 15 min and analyzed using a uniaxial compressive testing instrument set with the following parameters: 500N load cell and 10 mm/min compression rate, until material failure.
To analyze the compressive modulus of the fabricated scaffold, a uniaxial compression test was performed using a UTM (universal testing machine), and the surface characteristics of the scaffold were observed using an SEM (scanning electron microscope).
Objective measures of PA were obtained using an uniaxial accelerometer (Actigraph® 7164, MTI, Fort Walton Beach, FL, USA).
Objective measurements of PA were obtained using an uniaxial accelerometer (Actigraph® 7164, MTI, Fort Walton Beach, FL, USA).
The pre-consolidation pressure of soil can be obtained through a uniaxial compression test method.
This paper investigates the response of a single geocell to a uniaxial compression test.
Tomographies were directly translated into finite element (FE) models and subjected to a uniaxial compression test.
A uniaxial compression apparatus designed to investigate the dynamics of proppant particle packing is described.
The regional stress field is assumed to be a uniaxial compression with intensity σ in the x1 direction.
A uniaxial compression was applied along the axial direction of the model and the model was subjected to a linear elastic analysis to determine the bone stiffness.
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