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Microstructural Characterization and Mechanical Properties of Iron Reinforcements in Buildings from the Medieval and Modern Periods in France

机译:法国中世纪和近代建筑中钢筋的微结构特征和力学性能

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This article presents an overview of the metallographic structures observed on the iron reinforcements of more than 20 buildings from the medieval and modern period in France, which are representative of the evolution of ironmaking techniques at that time (330 samples). Metallographic examinations show a great diversity of structures, even in the same sample: pure ferritic iron to low pearlitic steel, presence of phosphorus in solid solution (locally up to 0.5%wt), numerous slag inclusions of various sizes, porosities. Tensile tests were performed on a representative set of samples from 4 buildings (46 samples). The results are in accordance with the metallographic observations: mechanical behaviors are very heterogeneous, even in samples taken on the same artefact. Failure happened at values as low as the yield stress up to 25% of the plastic strain. These reinforcements probably worked in the elastic domain at low stress (150 Mpa). These mechanical properties are significantly beyond those of modern carbon steels and question the exact role of iron in the stability of monuments.
机译:本文概述了法国中世纪和现代时期20多个建筑物的铁筋上观察到的金相组织,这些组织代表了当时炼铁技术的发展(330个样本)。金相检查表明,即使在相同的样品中,也存在多种结构:纯铁素体铁至低珠光体钢,固溶体中存在磷(局部含量最高为0.5%wt),各种尺寸,孔隙率的大量夹渣。对来自4个建筑物的一组代表性样品(46个样品)进行了拉伸试验。结果与金相观察结果一致:即使在相同人工制品上采集的样品,机械性能也非常不同。失效发生在屈服应力低至塑性应变的25%时。这些增强材料可能在低应力(<150 Mpa)下在弹性区域中起作用。这些机械性能大大超出了现代碳钢的机械性能,并质疑铁在纪念碑稳定性方面的确切作用。

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