利用应变计测量的有限元分析验证方法

Rafal Sulwinski, Rusty Johnston
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摘要

随着有限元分析在工程实践中被广泛采用,并被纳入管理标准,这些分析的物理验证往往被放弃。物理验证使我们能够深入了解通常用于有效处理有限元模拟的假设和简化的有效性。本文提出,物理验证通常被放弃的一个原因是缺乏对物理测量、处理和数据比较的一般端到端方法的知识。本文提出了这样一种方法,用于比较结构机械有限元分析与应变测量利用压力容器的测试案例。矩形,三轴,45°应变计已用于获得正常应变输入。简要讨论了使用少于三个测量方向的应变片的局限性和缺陷。给出了将3个测量的法向应变转化为3个主应变、冯米塞斯等效应变和最大剪切应变的方法。给出了主方向,并给出了一种解决主方向与测量轴夹角模糊问题的算法。然后将应变转换为主应力、von Mises等效应力和最大剪应力。处理后的应变计读数通过采用三维莫尔圆的应力和应变可视化。可视化提供了清楚的证据,最大剪切位于不同的一个平面上,其中已连接的规范。利用所描述的方法,对比表明,有限元分析结果与后处理应变片读数之间的差异小于5%。比较了主应力和应变、等效应力和应变以及最大剪应力和应变的大小。除了应力和应变的大小外,还对主方向进行了比较和审查,揭示了有限元分析与物理测量之间的确证性。这种确证使所使用的方法和假设(如平面应力)都有效。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Methodology for Validation of Finite Element Analysis Utilizing Strain Gauge Measurements
As analysis utilizing Finite Element Method (FEM) has become widely adopted in engineering practices and incorporated into governing standards, physical validation of these analyses is often forgone. Physical validation gives insight into the validity of assumptions and simplifications commonly used to efficiently process FEM simulations. This paper proposes that one reason physical validation is commonly forgone is a lack of knowledge of a general end to end methodology for the physical measurement, processing, and comparison of data. This paper presents such a methodology for the comparison of structural mechanical finite element analysis against strain gauge measurements utilizing the test case of a pressure vessel. Rectangular, three-axis, 45° strain gauge rosettes have been used to obtain normal strain inputs. The limitations and pitfalls of employing strain gauges with less than three measuring directions are briefly discussed. A procedure is provided for converting the three measured normal strains into three principal strains, von Mises equivalent strain and maximum shear strain. The principal directions, as well as an algorithm needed to resolve the ambiguity of the angle between the principal directions and gauge axes, are provided as well. Then, the strains are converted into principal stresses, von Mises equivalent stress and maximum shear stress. The post-processed strain gauge readings are visualized by employing 3D Mohr’s Circle for stress and strain. The visualization provides clear proof that the maximum shear lies on a plane different from the one on which the gauge has been attached. Using the described methodology, comparison shows that the difference between the FEA results and the post-processed strain gauge readings is less than 5%. The magnitudes of principal stresses and strains, the equivalent stress and strain, as well as the maximum shear stress and strain are compared. Besides the magnitudes of stresses and strains, the principal directions are compared and scrutinized, revealing the corroboration between the FEA and the physical measurements. This corroboration gives validity to both the methodology and assumptions, such as plane stress, used.
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