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Mixed dimensional modeling of reinforced structures

机译:钢筋结构的混合尺寸建模

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Using thin reinforcements is a common way to strengthen structures, as in reinforced concrete for example. From a numerical point of view, dealing with these reinforcements is tedious, because of their diameter which is usually small compared to the characteristic dimensions of the structures, therefore requiring very fine meshes to represent them accurately. In this paper, a new approach allowing to mix a volumic and a lineic modeling of the reinforcements is proposed. Fine meshes with a volumic representation of the reinforcements are used in the zones of interest of the structure, whereas coarser meshes associated to Elide elements are used in the rest of the structure in order to decrease the computing times. A methodology to ensure the transition between both modeling is proposed, so that the results in the zones of interest are similar to the results that would be obtained with a full volumic representation of the reinforcements. The efficiency of the method is illustrated on several examples, involving linear elasticity and plasticity.
机译:使用薄的钢筋是加固结构的常见方法,例如在钢筋混凝土中。从数字的角度来看,处理这些增强件很繁琐,因为它们的直径通常比结构的特征尺寸小,因此需要非常细的网格才能准确地表示它们。在本文中,提出了一种允许混合钢筋的体积模型和线性模型的新方法。在结构感兴趣的区域中使用了具有钢筋数量的精细网格,而在结构的其余部分中使用了与Elide元素关联的粗网格,以减少计算时间。提出了一种确保两个模型之间过渡的方法,以使感兴趣区域中的结果与使用钢筋的全部体积表示所获得的结果相似。在几个示例中说明了该方法的效率,这些示例涉及线性弹性和可塑性。

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