首页> 外文期刊>The Journal of Strain Analysis for Engineering Design >Howland's isotropic K(t)s curve for plates with circular holes as a master curve for K(t)s in orthotropic plates with elliptical holes
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Howland's isotropic K(t)s curve for plates with circular holes as a master curve for K(t)s in orthotropic plates with elliptical holes

机译:圆孔板的Howland各向同性K(t)s曲线作为椭圆孔正交异性板中K(t)s的主曲线

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摘要

The importance of the role played by the so-called stress concentration factors (or symbolically referred to as K(t)s) in analysis and design in both mechanical and structural engineering is a well-established fact, and accuracy and ease in their estimation result in significant aspects related to engineering costs, and additionally on both the reliability in the design of parts and/or in the analysis of failed members. In this work, rectangular finite width plates of both isotropic and orthotropic materials with circular and elliptical holes are considered. Based on two key observations reported herein, it is shown in a partially heuristic engineering sense, that Howland's solution curve for the stress concentration factors for finite width plates with circular holes subjected to tension can be viewed as a master curve; accordingly, it can be used as a basis to rather accurately estimate stress concentration factors for isotropic finite width tension rectangular plates with centered elliptical holes and also rather accurately used to estimate stress concentration factors for orthotropic finite width rectangular plates under tension with centered elliptical holes. Two novel concepts are defined and presented to this effect: geometric scaling and material scaling. In all the examined and reported cases, the specific numerical results can be obtained accurately using a hand-held calculator making virtually unnecessary the need to program and/or use other complex programs based on the finite element method, just as an example. The maximum recorded average error for all the considered cases being 2.62% as shown herein.
机译:机械和结构工程中的分析和设计中所谓的应力集中系数(或象征性地称为K(t)s)所扮演的角色的重要性是众所周知的事实,其准确性和估计的简便性不仅会导致与工程成本有关的重大方面,还会导致零件设计的可靠性和/或失效构件的分析方面的可靠性。在这项工作中,考虑了具有圆形和椭圆形孔的各向同性和正交各向异性材料的矩形有限宽度板。基于本文报告的两个关键观察,从部分启发式工程意义上可以看出,具有承受拉力的圆形孔的有限宽板的应力集中系数的霍兰德解曲线可以看作是主曲线。因此,它可以用作相当精确地估计具有中心椭圆孔的各向同性有限宽度拉伸矩形板的应力集中因子的基础,并且还可以相当准确地用于估计具有中心椭圆孔的各向同性有限宽度矩形板的应力集中因子。为此定义了两个新颖的概念:几何缩放和材料缩放。在所有已检查和报告的情况下,都可以使用手持计算器准确地获得特定的数值结果,这实际上使基于有限元方法进行编程和/或使用其他复杂程序的需求几乎没有必要。如本文所示,所有考虑到的情况的最大记录平均误差为2.62%。

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