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Sub-zero temperature mechanical properties of cold-rolled steel sheets

机译:冷轧钢板的次零温度力学性能

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Cold-formed steels are replacing conventional building materials in many building applications due to the many benefits including lightweight and low cost of construction. Recent research has focused on the fire resistance of cold-formed steel (CFS) construction at material and member levels and advanced the knowledge of their fire performance significantly. However, the performance of CFS members at sub-zero temperatures has not been investigated. Although several studies have been conducted on the mechanical properties of other types of steel at sub-zero temperatures, no studies have been conducted on sub-zero temperature mechanical properties of thin cold-formed steels. In this research, low and high strength cold-rolled steel sheets were tested in the temperature range of 20 to -70 degrees C to determine their sub-zero temperature mechanical properties. Predictive equations are proposed for yield strength, Young's modulus, upper yield strength, ultimate strength and stress at 2% total strain using the experimental results. Finally, suitable stress-strain models are recommended for the prediction of sub-zero temperature stress-strain curves and their use in numerical studies.
机译:冷成型钢在许多建筑应用中取代了传统的建筑材料,因为包括轻量级和施工成本低的许多益处。最近的研究专注于材料和成员水平的冷成型钢(CFS)施工的耐火性,并显着提高了对抗性能的知识。然而,尚未调查CFS成员在零温度下的性能。尽管在零温度下的其他类型的钢的机械性能下进行了几项研究,但在薄冷成型钢的零温度力学性能下没有进行研究。在该研究中,在20至-70℃的温度范围内测试低强度和高强度的冷轧钢板,以确定它们的零温度机械性能。使用实验结果,提出了预测方程,提出了屈服强度,杨氏模量,上屈服强度,极限强度和2%的总菌株的应力。最后,建议使用合适的应力 - 应变模型来预测次零温度应变曲线及其在数值研究中的使用。

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