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compression load
The dilatometric method was used to study the deformation arising in iron and iron-nickel alloys containing up to 20% nickel upon the α → γ → α transformation cycles at a small compression load.
      
It is also shown that for weft-knitted structure, there is an incompressible layer (V') which resists against high compression load.
      
This paper investigated reliability of a postbuckled composite isogrid stiffened shell structure under a compression load.
      
An axial compression load significantly decreased ankle-subtalar motion in unbraced ankles for the tested inversion moment.
      
A particularly sensitive indicator of wood enzymatic destruction were cumulative counts of acoustic emission related to the value of the applied compression load.
      
Femoral neck osteosynthesis acts from a static point of view either on bridge principle (no load acting on the bone contact facit) or on the principle of compression (load acting on the bone contact facit).
      
The model with a realistic load configuration supported the largest compression load.
      
Our results show the significant effect of the contact area (that is a clear function of the compression load) between particles on the effective thermal conductivity.
      
The effect of two different loads (bending-compression load and torsional load) on three sites was investigated using a three-dimensional finite element method.
      
By examining the bending-compression load it could be seen that the mean peak value significantly decreased between the first and second phases in fracture models of the anterior middle third.
      
This finding was inconsistent with our previous belief that the bending-compression load would have more serious consequences than the torsional load.
      
When the fracture is more advanced, however, the conditions change suddenly, and a bending-compression load may adversely affect the mechanical conditions in this area and thereby cause complete fracture.
      
The buckling loads were presented for symmetrically and anti-symmetrically laminated plates subjected to axial compression load.
      
The characterisation of the mechanical behaviour of folded core structures for advanced sandwich composites under flatwise compression load using a virtual testing approach is presented.
      
The exponent of the power-law for the large-size asymptotic behavior can be -1/2 or -1/4, depending on the relative eccentricity of the compression load.
      
It is found that two forms of local surface buckling correspond to one critical compression load.
      
Etching and bi-refringence patterns indicate that slip on {110}, {112} and {123} can be activated depending on the orientation of the compression load.
      
The bending strength estimated from the axial displacement and the compression load coincided with the bending strength estimated from the deflection and the compression load.
      
At 10,000-lb compression load, a fluidic pressure change of 425×10-6 psi (2.93 Pa) was measured.
      
To measure screw starting load, torque and displacements, a test apparatus was developed utilizing a modified drill press with the capability to measure in-line torque, axial compression load, and axial displacement.
      
 

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