节理空间变异性对砌体弹性性能的影响

Maria Laura De Bellis, Vincenzo Sepe, Marcello Vasta
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引用次数: 0

摘要

. 砖砌体是一种多组分复合材料,其特点是明显的不均匀性,由接缝和砖之间复杂的相互作用引起的高度各向异性行为,以及材料特性的相当大的空间可变性,特别是与历史砌体有关的情况。本文的重点是节点力学性能的空间变异性与砌体给定体积单元的整体均匀响应之间的相互依存关系。假设床节点的力学性能按固定的概率分布和相关函数变化,并从整体弹性刚度的角度研究体积单元的力学响应。初步结果表明,砌体墙体力学性能的空间变异性会影响墙体的整体响应。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of the Spatial Variability of Joints Characteristics on the Elastic Properties of Masonry
. Brick masonry is a multicomponent composite material, characterized by a marked inhomogeneity, a highly anisotropic behavior arising from the complex interactions between joints and bricks, and a considerable spatial variability of material properties, particularly relevant in the case of historical masonries. The focus of this paper is on the interdependence between the spatial variability of mechanical properties of joints and the overall homogenized response of a given volume element of masonry. It is assumed that mechanical properties of bed joints may vary according to a fixed probability distribution and correlation function and the mechanical response of the volume element is investigated in terms of the overall elastic stiffness. As confirmed by preliminary results, the spatial variability of the mechanical properties may affect the overall response of a masonry wall.
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