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Assessing The Stregth And Weldability Of Historic Structural Steel

机译:评估历史结构钢的强度和可焊性

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In practice, in the design stage of revitalization, renovation or reinforcement, there is often a need to determine the strength of steel as well as its weldability. The strength of steel can be determined in two ways: directly through destructive testing or indirectly - by the Brinell hardness test. In the case of weldability, this turns out to be much more difficult, because there are three groups of factors which determine this property, i.e.: local weldability, operative weldability, and overall weldability. This paper presents the results of the verification of the relationship between the hardness and strength of three grades of steel from the early twentieth century. The evaluation of the overall weldability of structural steels is discussed in an analytical approach preceding costly weldability tests. An assessment based on selected indicators of weldability can only lead to confusion.
机译:实际上,在振兴,翻新或加固的设计阶段,经常需要确定钢的强度及其可焊性。钢的强度可以通过两种方式确定:直接通过破坏性测试或间接确定-通过布氏硬度测试确定。在可焊性的情况下,这变得更加困难,因为确定该特性的因素有三组,即:局部可焊性,有效可焊性和整体可焊性。本文提出了从20世纪初开始验证三种等级的钢的硬度和强度之间关系的结果。在昂贵的可焊性测试之前,采用分析方法讨论了结构钢整体可焊性的评估。根据选定的可焊接性指标进行的评估只会导致混淆。

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