氮合金双相钢的屈服强度:Hall-Petch分析和微观力学预测

E. Werner, W. Horvath, W. Prantl
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引用次数: 0

摘要

为了预测氮合金铁素体-奥氏体双相钢的屈服强度,需要准确地了解单相屈服强度及其在双相组织中的几何排列。由于相的基体夹杂特征对双相钢屈服强度σyd有显著影响,故用线性模型(Voigt-model)对双相钢的屈服强度σyd不能进行准确的预测。然而,非线性混合规则是计算σyd的更复杂的方法。微观力学模型与有限元计算相结合是准确预测微观组织拓扑结构对σyd影响的有效工具,只有当单相屈服强度明显不同时,即铁素体与奥氏体的屈服强度比大于2时。然而,在双相钢上的实验表明,即使对于ψ ~ 1,相排列对σyd也有显著的影响。为了解释这种行为,提出了一个改进的非线性混合规则,该规则将相的原位屈服强度作为σyd的上界和下界。实验(及其分析)与微观力学方法预测之间的差异令人信服地表明,在改进的双相钢微观组织屈服强度的微观力学模型中,有必要包括晶体学细节,如位错-界面边界相互作用、相邻晶粒的取向错误和晶体结构。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Yield Strength of Nitrogen Alloyed Duplex Steels: Hall-Petch Analysis and Micromechanical Predictions
For the prediction of the yield strength of nitrogen alloyed ferritic-austenitic duplex steels, accurate knowledge on the single phases’ yield strength and their geometrical arrangement within the duplex microstructure is required. Since the matrix-inclusion character of the phases markedly influences the yield strength σyd of duplex steels, linear models for σyd (Voigt-model) cannot serve for an accurate prediction of σyd. A non-linear rule of mixture, however, is a more sophisticated approach to calculate σyd. Micromechanical models combined with finite element computations are efficient tools to accurately predict the influence of the topology of the microstructure on σyd only if the yield strengths of the single phases are distinctly different, i.e. the yield strength ratio of ferrite to austenite ψ is larger than 2. Experiments on duplex steels show, however, a marked influence of the phase arrangement on σyd even for ψ ∼ 1. To explain this behavior a modified non-linear rule of mixture is proposed, which incorporates the in-situ yield strengths of the phases as upper and lower bounds for σyd. The discrepancy between the experiments (and their analysis) and the predictions from the micromechanical approach convincingly demonstrates the necessity to include crystallographic details such as dislocation-interface boundary interactions and misorientation and crystal structures of adjacent grains in improved micromechanical models for the yield strength of duplex steel microstructures.
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