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The experimental comparison of the new design with a plain knit design demonstrated significant improvement in biomechanical (compliance, flexibility, extensibility, viscoelasticity) and procedural (deployment limit) parameters.
Interpretations of the test results are particularly focused on the load-settlement behavior and variations of design limit parameters as a function of pier slenderness ratios.
Furthermore, since several main parameters of the established model may greatly affect the annular pressure drop and the horizontal-section limit, parameters sensitivity analysis are also performed and some conclusions are drawn.
Results show that when length and diameter change, the pier load and top settlement variations at the design limit, in terms of the slenderness ratio, are not in the same direction while other design limit parameters' variations are.
The variations of design limit parameters in the two modes of change to pier length and diameter including the applied load, top settlement, stiffness modulus and pier modulus, in terms of the slenderness ratio, make a linear function while the variations of load and settlement ratio show an exponential function.
This diagram is based on the models presented in [8, 9] including the freezing and retry limit parameters.
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Such a relative enhancement is indicated by limit parameter and reducing probability of occurrence of local optimum problem.
A new flammability limit parameter has been defined as the minimum inerting concentration (MIC; in units of mass concentration, i.e., gm−3).
Abandonment limit parameter (L typically a linear function of several variables including the population size.
The analysis is based on the limit parameter value to which the parameter estimates converge asymptotically and corresponding limit criterion [35].
In other words, we tried to verify how much available bandwidth could be reserved by using the soft limit parameter as in our approach.
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