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Three-point bending tests - Part I: Mathematical study and asymptotic analysis

机译:三点弯曲试验-第一部分:数学研究和渐近分析

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The goal of this work is to study the static behaviour of a three-dimensional elastic beam when is subjected to a three-point bending test. In the first part, under suitable compatibility conditions on the applied forces and on the geometry of the beam, we will prove the existence of a unique solution for the associated contact elastic problem; these conditions of compatibility on the data come from the absence of a Dirichlet condition on the beam boundary. In the second part, we will study the asymptotic behaviour of this problem; in particular, we will deduce the one-dimensional models associated with the displacement components, and we will give the existence and uniqueness of solution for them. Moreover, we will give an expression for the normal axial stress in the beam which is related to the modulus of rupture of brittle materials. In the final part of the work, we will deal with the regularity of the solution for the bending problem and we will prove some properties of the coincidence set.
机译:这项工作的目的是研究在进行三点弯曲测试时三维弹性梁的静态性能。在第一部分中,在适当的相容性条件下,对施加的力和梁的几何形状,我们将证明存在相关的接触弹性问题的唯一解;这些数据兼容条件来自束边界上没有Dirichlet条件。在第二部分中,我们将研究该问题的渐近行为。特别是,我们将推导与位移分量相关的一维模型,并给出其解的存在性和唯一性。此外,我们将给出梁中法向轴向应力的表达式,该表达式与脆性材料的断裂模量有关。在工作的最后部分,我们将处理弯曲问题的解决方案的规律性,并证明重合集的一些性质。

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