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Mechanical behavior of high strength S690-QT steel welded sections with various heat input energy

机译:多种热输入能量的高强度S690-QT钢焊接段的力学性能

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摘要

Over the past two decades, there were a number of experimental investigations into mechanical properties as well as structural behaviour of high strength S690-QT steel welded sections. It is evident now that, similar to structural aluminium, these welded sections will suffer from a significant reduction in their mechanical properties, i.e. both yield and tensile strengths as well as ductility, due to change in microstructures if welding is not properly controlled. Owing to a lack of detailed understanding on effects of various welding procedures and parameters onto the mechanical properties of these steel welded sections, many design and construction engineers have serious concerns on adopting these S690-QT steel materials in buildings and bridges.
机译:在过去的二十年中,对高强度S690-QT钢焊接段的力学性能以及结构性能进行了许多实验研究。现在很明显的是,如果不适当地控制焊接,这些焊接部分将类似于结构铝,由于微观结构的改变,其机械性能(即屈服强度,拉伸强度以及延展性)将大大降低。由于缺乏对各种焊接程序和参数对这些钢焊接段的机械性能的影响的详细了解,因此许多设计和建筑工程师对在建筑物和桥梁中采用这些S690-QT钢材存在严重的担忧。

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