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Tube-jack Testing for Irregular Masonry Walls: First Studies

机译:不规则砌体墙壁的管千斤顶测试:第一项研究

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One of the most well-known non-destructive methods for inspection and diagnosis in historical masonry walls is the flat-jack testing. Although it gives qualitative and valuable results about the local stress level and the deformability of the masonry material, when testing on irregular masonry walls, or walls with larger stone units, experimental and practical problems might occur, leading to inaccurate or useless results. In addition, the testing apparatus is labor, with difficulties in sawing task. Another limitation is the difficulty to test multi-leaves walls. To overturn these problems and to achieve more reliable information, an enhanced type of jacks is proposed in the paper. The new testing system consists of tube-jacks instead of the usual flat-jacks. As part of the preliminary research, analyses with FE models to simulate the differences between the conventional and the enhanced method are presented in the paper. The advantages and disadvantages of both methods are discussed and further research steps are presented.
机译:历史砌体墙壁中的检查和诊断的最着名的非破坏性方法之一是扁平千斤顶测试。虽然它提供了关于局部应力水平的定性和有价值的结果,但砖石材料的可变形性,当在不规则的砌体墙壁上测试时,或者具有较大的石单位的墙壁,可能会发生实验和实际问题,导致不准确或无用的结果。此外,测试装置是劳动力,锯切任务中的困难。另一个限制是测试多叶壁的困难。为了推翻这些问题并实现更可靠的信息,本文提出了一种增强的千斤顶。新的测试系统包括管夹,而不是通常的平板插孔。作为初步研究的一部分,用FE模型分析以模拟常规和增强方法之间的差异。讨论了两种方法的优点和缺点,并提出了进一步的研究步骤。

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