Magnetism-mechanics Performance of Magnetically Controlled Shape Memory Alloy and Application For Active Control System

G. Weng, Junfeng Ding, Yajun Wu, Yang Liu
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引用次数: 1

Abstract

To control the dynamic stability of light steel structure, magnetism-mechanics performance of magnetically controlled shape memory alloy (MSMA) was studied, the MSMA actuator and MSMA active control system was developed. The material properties of MSMA related to magnetism and mechanics was studied, at the same time, the influence of the Ni-Mn-Ga contained in MSMA on the magnetism-mechanics properties was analysed, Ni53Mn25Ga22 was selected to build the design theoretical basis of MSMA actuator. Taking three MSMA rods with a size of 4x8x45mm as the core element, a new type of actuator was developed, and the corresponding magnetism-mechanics performance test was carried out. The key factors such as magnetic field, de-formation rate, preloading, active control force, etc. were determined, as well as the mathematical models with the changes of parameters were established. The controlled object (steel truss model structure), MSMA actuator, control algorithm, data acquisition system, etc. constitute the MSMA active control system. Two MSMA actuators are installed on the steel truss model structure, under the excitation of sine wave, the dynamic response of the steel truss model structure with the MSMA active control system was tested, and the results was compared with uncontrolled; The results show that the acceleration response of the steel truss model structure equipped with the MSMA active control system decreased by about 25%, and the displacement response decreased by about 20%. The active control system with MSMA actuator as the core component can better realize the dynamic stability control of steel structure.
磁控形状记忆合金的磁力学性能及其在主动控制系统中的应用
为了控制轻钢结构的动态稳定性,研究了磁控形状记忆合金(MSMA)的磁力学性能,开发了MSMA执行器和MSMA主动控制系统。研究了MSMA材料的磁性和力学性能,分析了MSMA中Ni-Mn-Ga对其磁性力学性能的影响,选择了Ni53Mn25Ga22作为MSMA致动器的设计理论基础。以3根尺寸为4x8x45mm的MSMA棒为核心元件,研制了一种新型作动器,并进行了相应的磁力学性能测试。确定了磁场、变形率、预紧力、主动控制力等关键因素,建立了随参数变化的数学模型。被控对象(钢桁架模型结构)、MSMA执行器、控制算法、数据采集系统等构成了MSMA主动控制系统。在钢桁架模型结构上安装两个MSMA致动器,在正弦波激励下,测试了采用MSMA主动控制系统的钢桁架模型结构的动力响应,并将结果与非控制进行了比较;结果表明,安装MSMA主动控制系统后,钢桁架模型结构的加速度响应降低了约25%,位移响应降低了约20%。以MSMA作动器为核心部件的主动控制系统能较好地实现钢结构的动态稳定控制。
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