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Experimental Study on Fatigue Characteristics of Structural Steel Part 2: Cyclic Deformation Capacity of Structural Steel SS400 under Large Strain Amplitude

机译:结构钢第2部分疲劳特性的实验研究:大应变幅度下结构钢SS400循环变形容量

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In this study, cyclic loading tests of 400 N/mm~2 class structuralsteel (SS400) under large strain amplitudes up to 12%, which coverboth low cycle and extremely low cycle fatigue regimes, wereconducted. Also, relationship between strain amplitudes and numberof cycles to complete fracture as well as peak stress were alsodiscussed. The overall conclusions in this paper can be drawn asfollows.
机译:在本研究中,循环加载试验为400 n / mm〜2级结构钢(SS400)在大应变幅度下高达12%,覆盖低周期和极低的周期疲劳制度都是实施。此外,应变幅度和数量之间的关系循环到完全骨折以及峰值压力也是讨论。本文的总体结论可以被绘制为跟随。

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