Survey and preliminary assessment of a baroque vault for refurbishment planning

Jan Bayer, Miloš Drdácký, Jan Válek
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Abstract

Designing the modification of buildings for a new use is a costly and time-consuming process, before which it is often necessary to conduct a preliminary assessment of the feasibility of the intended project. The article discusses the procedure for such a preliminary cost-effective assessment using the example of a historic building with vaulted ceilings. For older historical buildings, archival documents specifying their geometry, construction details and material characteristics are typically not available. For the preliminary design, it is possible to obtain information about the dimensions of the load-bearing elements non-destructively. However, the knowledge of the exact material properties of the masonry exceeds the possibilities of an inexpensive assessment, which must take advantage of the data available in the literature for similar structures. This article presents a methodology and an example of the measurement and assessment of the mechanical response of the Baroque vault to static loading. It shows the process of obtaining data on the geometric shape of the structure by means of geodetic surveying and geometric radar measurements of the thickness of vaults whose upper faces are not accessible. Two models are used to calculate the internal forces in the structure. The first planar model considers a simplified barrel vault strip according to the focused geometry with respect to geometric nonlinearity and without tension, the second model is a linear spatial model of the entire vault. The calculation was performed in ANSYS 17.2, the input parameters of the material are taken from the literature. The calculated stresses in the vault are compared with the values of the design strength of brick masonry, taking into account the characteristic compressive strength of the masonry based on published known data obtained during tests of similar historical materials. The results are then used to decide on the feasibility of the intention to adapt the building for a new use.
对巴洛克式拱顶进行勘测和初步评估,以便制定翻新计划
为新的用途对建筑物进行改造设计是一个耗资耗时的过程,在此之前通常需要对预期项目的可行性进行初步评估。本文以一座带拱形天花板的历史建筑为例,讨论了这种初步成本效益评估的程序。对于较老的历史建筑,通常无法获得详细说明其几何形状、施工细节和材料特性的档案文件。对于初步设计,可以通过非破坏性方式获得承重构件的尺寸信息。然而,对砌体确切材料特性的了解超出了低成本评估的可能性,因此必须利用文献中关于类似结构的数据。本文介绍了测量和评估巴洛克拱顶对静态荷载的机械响应的方法和实例。文章展示了通过大地测量和几何雷达测量上表面无法触及的拱顶厚度来获取结构几何形状数据的过程。计算结构内力时使用了两个模型。第一个平面模型是根据几何非线性和无张力的重点几何形状考虑简化的桶状拱顶条,第二个模型是整个拱顶的线性空间模型。计算在 ANSYS 17.2 中进行,材料的输入参数取自文献。计算得出的拱顶应力与砖砌体的设计强度值进行了比较,其中考虑到了砖砌体的抗压强度特性,该特性基于类似历史材料测试过程中获得的已知公开数据。然后根据计算结果来确定将该建筑改造为新用途的可行性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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