非周期砌体三维面内均质破坏面体素法

S. Tiberti, G. Milani
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引用次数: 2

摘要

虽然许多历史上的砖石结构由砖砌体组成,其中单元显示周期性排列(如担架或运行键),但有几个例子由石头砌体组成。在这里,砌块呈现不同的形状和尺寸,并以随机排列的方式组装-因此被称为“非周期性砌体”。这项工作提供了一个Matlab脚本,用于提取这类砌体的面内均匀破坏面,它们代表了所考虑的砌体面板的宏观强度准则。破坏面是通过求解一个上限分析问题得到的,该问题被表述为标准线性规划问题。用于表示所考虑的面板的3D有限元网格是根据体素方法创建的:从砌体面板的光栅化图像开始,每个2D像素被挤出成为3D体素,随后将其转换为有限元。为了进行数值验证,提取了砖石砌块的面内均质破坏面,并对其在几种荷载作用下的破坏模式进行了批判性评价。虽然许多历史上的砖石结构由砖砌体组成,其中单元显示周期性排列(如担架或运行键),但有几个例子由石头砌体组成。在这里,砌块呈现不同的形状和尺寸,并以随机排列的方式组装-因此被称为“非周期性砌体”。这项工作提供了一个Matlab脚本,用于提取这类砌体的面内均匀破坏面,它们代表了所考虑的砌体面板的宏观强度准则。破坏面是通过求解一个上限分析问题得到的,该问题被表述为标准线性规划问题。用于表示所考虑的面板的3D有限元网格是根据体素方法创建的:从砌体面板的光栅化图像开始,每个2D像素被挤出成为3D体素,随后将其转换为有限元。对于数值验证,i…
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Voxel approach for 3D in-plane homogenized failure surfaces of non-periodic masonry
While many historical masonry structures consist of brick masonry where the units display a periodic arrangement (such as stretcher or running bond), there are several examples that instead consist of stone masonry. Here, the blocks present different shapes and dimensions, and are assembled with random arrangements – hence the name “non-periodic masonry”. This work presents a Matlab script for the extraction of in-plane homogenized failure surfaces for this type of masonry, and they represent a macroscopic strength criterion for the considered masonry panel. The failure surfaces are obtained through the solution of an upper bound limit analysis problem, formulated as a standard linear programming problem. The 3D finite element mesh used for representing the considered panel is created according to a voxel approach: starting from the rasterized image of the masonry panel, each 2D pixel is extruded to become a 3D voxel, which is subsequently transformed into a finite element. For numerical validation, the in-plane homogenized failure surface is extracted for a sample masonry panel, along with the failure modes for several load conditions, and they are critically commented.While many historical masonry structures consist of brick masonry where the units display a periodic arrangement (such as stretcher or running bond), there are several examples that instead consist of stone masonry. Here, the blocks present different shapes and dimensions, and are assembled with random arrangements – hence the name “non-periodic masonry”. This work presents a Matlab script for the extraction of in-plane homogenized failure surfaces for this type of masonry, and they represent a macroscopic strength criterion for the considered masonry panel. The failure surfaces are obtained through the solution of an upper bound limit analysis problem, formulated as a standard linear programming problem. The 3D finite element mesh used for representing the considered panel is created according to a voxel approach: starting from the rasterized image of the masonry panel, each 2D pixel is extruded to become a 3D voxel, which is subsequently transformed into a finite element. For numerical validation, the i...
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