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Study on the Restoration of a Masonry Arch Viaduct: Numerical Analysis and Lab Tests

机译:砌体拱高架桥修复研究:数值分析和室内试验

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摘要

This article presents an analysis of the load-carrying capacity of a historic masonry arch viaduct. The vault was made of bricks and lime-cement mortar. It was built in 1886 and, therefore, its historical character had to be included in the restoration project. The main task of the restoration was to bring the viaduct to a technical condition corresponding to the current requirements to allow normal (or limited) service. The strength of the brickwork and joints (mortar) was examined experimentally in the laboratory and on the viaduct. This paper presents numerical calculations for the masonry viaduct that were performed using two programs based on the finite element method. As the project documentation was unknown, two- and three-hinged models of the masonry arch were analyzed. The axial forces, shear forces, bending moments, displacement, normal stresses, and shear stresses generated from the numerical analysis have been discussed. The conditions of the load capacity of the arch viaduct due to compression and shearing have been met. The safety of a masonry arch of the viaduct was determined. Finally, the restoration scope of the masonry viaduct was proposed.
机译:本文介绍了历史性砌体拱高架桥的承载能力分析。金库由砖块和石灰水泥砂浆制成。它建于1886年,因此,其历史特征必须纳入修复项目中。修复的主要任务是使高架桥达到与当前要求相对应的技术条件,以允许正常(或有限)服务。在实验室和高架桥上通过实验检查了砖砌和接缝(砂浆)的强度。本文介绍了基于有限元方法的两个程序对砌体高架桥的数值计算。由于项目文档不明,因此对砖砌拱的两铰和三铰模型进行了分析。讨论了由数值分析产生的轴向力,剪切力,弯矩,位移,法向应力和剪切应力。满足了拱形高架桥因压缩和剪切而产生的承载能力的条件。确定了高架桥砌体拱的安全性。最后,提出了砌体高架桥的修复范围。

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