Study of magnetoelastic demagnetization of locally magnetized steel

V. F. Novikov, S. M. Kulak, K. R. Muratov, V. V. Probotyuk
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Abstract

To improve the accuracy of determining mechanical stresses in steel by the method of magnetoelastic demagnetization (magnetoelastic memory), the magnetoelastic sensitivity of the material to elastic stresses is additionally measured by applying or removing an additional load of a known value. We present the results of studying the magnetoelastic demagnetization of locally magnetized steel by varying stresses of the uniaxial tension or compression against a background of the base load. The magnetoelastic sensitivity of the steel in a loaded state to variable stresses has been assessed. It is shown that the determination of the magnetoelastic sensitivity of the steel to variable loads makes it possible to improve the accuracy of estimating base stresses in the steel structure using magnetoelastic methods. It is revealed that a decrease in the strength of the magnetic scattering field of the local residual magnetization (LRM) of the steel after variable loading (or unloading) exponentially depends on the magnitude of the base stresses. The possibility of controlling the uniaxial mechanical stresses in steel structures in the magnetoelastic memory mode which is based on the dependence of the strength of magnetic scattering field of the local residual magnetization of the steel on the uniaxial stresses is shown. A method for monitoring uniaxial stresses in the elements of steel structures by the method of magnetoelastic memory is proposed using the measured magnetoelastic sensitivity of the material. The results obtained can be used in the development of a method for monitoring the stress-strain state of steel structures during operation under the simultaneous effect of static and dynamic loads.
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局部磁化钢的磁弹性退磁研究
为了提高用磁弹性退磁(磁弹性记忆)方法测定钢中机械应力的准确性,通过施加或去除已知值的附加载荷来额外测量材料对弹性应力的磁弹性灵敏度。我们提出了研究的结果,局部磁化钢的磁弹性退磁通过变化应力的单轴拉伸或压缩在基本负荷的背景下。研究了钢在加载状态下对变应力的磁弹性敏感性。结果表明,确定钢对变载荷的磁弹性灵敏度,可以提高用磁弹性方法估计钢结构基底应力的精度。结果表明,在变加载(或变卸载)后,钢的局部残余磁化强度(LRM)的磁散射强度的衰减与基体应力的大小呈指数关系。利用钢的局部残余磁化强度的磁散射强度与单轴应力的依赖关系,提出了以磁弹性记忆方式控制钢结构单轴机械应力的可能性。提出了一种利用测量材料的磁弹性灵敏度,用磁弹性记忆法监测钢结构构件单轴应力的方法。所得结果可用于开发一种监测钢结构在静、动荷载同时作用下的应力-应变状态的方法。
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