The results of the study offer a new interpretation of kinematic pile bending in terms of the interplay between pile and soil, expressed through dimensionless layer thickness, pile-to-soil stiffness ratio and impedance contrast at the layer interface.
Next, ask yourself how can an on demand mobile service leverage smartphone technology, network effects, economies of scale, rich data, crowdsourcing, and the other tools found in a tech entrepreneur's arsenal to build a service that truly delights customers and "bends the curve" in terms of customer experience.
We discuss how these results can be used to estimate the tendency of BARs to bend membranes in terms of a spatially nonisotropic spontaneous curvature.
The developed instrument expresses the bending behaviour in terms of change in bending load/stress/modulus after a certain bending deflection.
Asymptotic formulas for the effective bending stiffness in terms of the relative density are presented.
The results demonstrate that the carbon-steel bar increases the compressive behaviour of the foams but does not significantly influence their bending behaviour in terms of peak load.
This is commonly considered by defining the effective thickness, i.e., the thickness of a monolithic beam with equivalent bending properties in terms of stress and deflection.
The project of EN-standard PrEN-13474 records a simple method to calculate the effective thickness of laminated glass, i.e., the thickness of a monolith with equivalent bending properties in terms of stress or deflection.
Typical phenomena, such as elastic shake-down and plastic shake-down, in the composite beam under cyclic bending are described in terms of applied bending moment against beam cross-section rotation.
The thickness dependence of yielding and fracture of metallic glass plates subjected to bending is considered in terms of the shear band processes responsible for these properties.
