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The shakedown load multiplier formulated by kinematic theorem under nonlinear form is proved to be the primal form of the shakedown load multiplier formulated by static theorem.
The criterion of structural failure is expressed by the condition of non-exceeding the admissible load multiplier.
Such methodology is here used to determine upper and lower bounds to the peak load multiplier of multi-pin joints composite laminates.
The methodology makes use of nonstandard limit analysis and predicts the peak load multiplier of the analyzed structures by detecting an upper and a lower bound to it.
A lower bound to the collapse load multiplier is computed by solving a maximization nonlinear problem, according to the static theorem of limit analysis.
Truly higher-order polynomial terms, along with a sufficient number of in-plane admissible functions, are shown to be necessary for convergence towards the fundamental buckling load multiplier.
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According to the cognitive theory of choice complexity, that feeling of load multiplies with each incremental increase in choices and decisions having to be made.
The prestress contributions have been obtained through the integration of the three-dimensional stress state, which is generated by centrifugal and thermal loads, multiplied by the non-linear terms of the strain field.
We calculated glycemic load by multiplying the glycemic index of a food with its carbohydrate content, then multiplied this value with the frequency of consumption of this food, and summed the values over all food items [21].
We calculated glycemic load by multiplying the glycemic index of a food with its carbohydrate content and then multiplied this value by the frequency of consumption of this food and summed the values over all food items.
The load L, multiplied by a suitable safety factor, yields the design load Ldes.
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