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Anisotropic elastic constants calculation of stainless steel cladded layers of pressure vessel steel plate

机译:各向异性弹性常数压力容器钢板不锈钢包覆层计算

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Cladding stainless steel layer on the inner surface of ferrite pressure vessel is a common method to improve the corrosion resistance and save the economic cost. However, the movement of heat source and temperature gradient in the process of cladded welding will lead to the anisotropy of cladded layer material. When measuring the residual stress of pressure vessel steel plate with stainless steel cladded layers (SSCL) by contour method, it is necessary to know the elastic mechanical properties of stainless steel cladded layers accurately. The assumption of transversely isotropy (TI) was employed, and the relationship between the material compliance matrix and the elastic modulus of transversely isotropic material was utilized. Based on the elastic modulus of each cladded layer and the whole steel plate from the longitudinal direction (0 degrees) until the transverse direction (90 degrees) measured by the experiment, the independent constants S11, S13, S33 and S44 in the compliance matrix of each cladded layer and the whole steel plate were obtained by regression analysis method. Furthermore, by using the relationship between the independent constants of the stiffness matrix of the transversely isotropic material and the single crystal material, the independent constant S12 in the compliance matrix of each stainless steel cladded layer and the whole steel plate were obtained. And then the independent constants of the stiffness matrix of each cladded layer and the whole steel plate were acquired. Hence, a method for calculating the anisotropic elastic constants of the stainless steel cladded layer and the whole steel plate was proposed. The results will provide material data support for measuring residual stress of pressure vessel steel plate with stainless steel cladded layers by contour method.
机译:铁氧体压力容器内表面上的包层不锈钢层是提高耐腐蚀性并节省经济成本的常用方法。然而,热源和温度梯度在包覆焊接过程中的运动将导致包覆层材料的各向异性。当通过轮廓法测量用不锈钢包覆层(SSCL)的压力容器钢板的残余应力,需要了解不锈钢包覆层的弹性力学性能。采用横向各向同性(TI)的假设,利用材料依从性基质与横向各向同性材料的弹性模量之间的关系。基于每个包覆层和整个钢板的弹性模量从纵向(0度)直到通过实验测量的横向(90度),在顺应性矩阵中测量的独立常数S11,S13,S33和S44通过回归分析方法获得每个包覆层和整个钢板。此外,通过使用横向各向同性材料的刚度矩阵的独立常数与单晶材料之间的关系,获得每个不锈钢包覆层和整个钢板的顺应性矩阵中的独立恒定S12。然后获取每个包覆层和整个钢板的刚度基质的独立常数。因此,提出了一种用于计算不锈钢包覆层和整个钢板的各向异性弹性常数的方法。结果将提供用于测量压力容器钢板的残余应力,通过轮廓法测定压力容器钢板的残余应力。

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