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Algebraic solution to interval equilibrium equations of truss structures

机译:桁架结构区间平衡方程的代数解

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This paper considers a recently proposed interval algebraic model of linear equilibrium equations in mechanics. Based on the algebraic completion of classical interval arithmetic (called Kaucher arithmetic), this model provides much smaller ranges for the unknowns than the model based on classical interval arithmetic and fully conforms to the equilibrium principle. The general form of interval equilibrium equations for truss structures is presented. Two numerical approaches for finding the formal (algebraic) solution to the considered class of interval equilibrium equations are proposed. A methodology for adjusting interval parameters so that the equilibrium equations be completely satisfied is also presented. Numerical examples illustrate the theoretical considerations.
机译:本文考虑了最近提出的力学中线性平衡方程的区间代数模型。基于经典区间算术(称为Kaucher算术)的代数完成,该模型为未知数提供的范围比基于经典区间算术的模型小得多,并且完全符合平衡原理。给出了桁架结构区间平衡方程的一般形式。提出了两种数值方法来找到所考虑类别的区间平衡方程的形式(代数)解。还提出了一种用于调整区间参数,从而完全满足平衡方程的方法。数值例子说明了理论上的考虑。

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