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Rate-dependent Thermo-mechanical Modelling of Superelastic Shape-memory Alloys for Seismic Applications

机译:用于地震应用的超弹性形状记忆合金的速率依赖型热力学建模

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摘要

Experimental tests performed on superelastic shape-memory alloys (SMAs) show a significant dependence of the stress-strain relationship on the loading-unloading rate, coupled with a not negligible oscillation of the material temperature. This feature is of particular importance in view of the use of such materials in earthquake engineering, where the loading rate affects the structural response. Motivated by this observation and by the limited number of available works on the modelling of SMAs for seismic applications, the present article addresses a uniaxial constitutive model for representing the system rate-dependent thermo-mechanical behavior of superelastic SMAs. The model is based on a single internal scalar variable, the martensite fraction, for which different rate-independent evolutionary equations in rate form are proposed. Moreover, it takes into account the different elastic properties between austenite and martensite. The whole model is then thermo-mechanically coupled with a thermal balance equation. Hence, it considers mechanical dissipation as well as latent heat and includes temperature as a primary independent variable, which is responsible for the dynamic effects. The article also provides a description for the integration, in time, of the constitutive equation and presents the solution algorithm of the corresponding time-discrete problem. Finally, results from numerical analyses are reported and the ability of the model to simulate experimental data obtained from uniaxial tests performed on superelastic SMA wires and bars at frequency levels of excitation typical of earthquake engineering is assessed.
机译:在超弹性形状记忆合金(SMAs)上进行的实验测试表明,应力-应变关系对装卸速率有很大的依赖性,同时材料温度的波动也不容忽视。考虑到这种材料在地震工程中的使用特别重要,因为在地震工程中加载速率会影响结构响应。出于这一观察结果和有限的可用于地震应用的SMA建模的可用工作的启发,本文提出了一种单轴本构模型,用于表示系统速率相关的超弹性SMA的热机械行为。该模型基于单个内部标量变量(马氏体分数),为此提出了速率形式不同的速率无关的演化方程。此外,它考虑了奥氏体和马氏体之间的不同弹性。然后将整个模型与热平衡方程进行热机械耦合。因此,它考虑了机械耗散以及潜热,并将温度作为主要的独立变量,这是造成动态影响的原因。本文还提供了对本构方程的时间积分的描述,并提出了相应的时间离散问题的求解算法。最后,报告了数值分析的结果,并评估了该模型模拟由超弹性SMA线材和棒材在地震工程典型的激励频率水平下进行单轴试验获得的实验数据的能力。

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