Novel Test Methodology for Peak Strain-Controlled Notched Fatigue Test

Shreebanta Kumar Jena , Punit Arora , Suneel K. Gupta , J. Chattopadhyay
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引用次数: 0

Abstract

It is well understood that the fatigue crack initiation life of a structural component having a notch/discontinuity is primarily governed by two parameters: (i) the (i) magnitude of the localised peak equivalent strain amplitude at the notch tip and (ii) the extent of the strain gradient at the notch at/ahead of the notch tip. However, there hardly exists any standard test procedure for conducting notch fatigue tests. The current test practices existing in literature tend to bring out the combined effect of peak equivalent strain and strain gradient on fatigue life instead of the individual effects. The present study aims to develop a new test methodology where the individual effects of (i) peak equivalent strain and (ii) strain gradient on fatigue crack initiation life have been brought out explicitly by conducting fatigue tests on tubes of C-Mn steel. Axial/torsion strain-controlled tests have been performed on a tube having a one-sided, through-thickness circular hole at the centre of the gauge region. Different hole diameters representing different strain gradient conditions have been investigated. The test methodology makes use of the pretest finite element analyses in such a way that it results in a common peak equivalent strain amplitude for different gradient conditions (different hole diameter) or different peak equivalent strain amplitudes for a common hole diameter. The remote strain/relative displacements outcome from the pretest finite element analyses has been used as a controlled parameter in the actual test to get the desired peak strain amplitude at the hole tip. The elastic-plastic pre-test FE analyses use three decomposed Chaboche material models and have been calibrated from the saturated hysteresis loops obtained from uniaxial low cycle fatigue tests on solid unnotched specimens.
峰值应变控制缺口疲劳试验的新方法
众所周知,具有缺口/不连续的结构部件的疲劳裂纹起裂寿命主要由两个参数决定:(i)缺口尖端局部峰值等效应变幅值的大小和(ii)缺口尖端处/前面缺口处应变梯度的程度。然而,目前几乎没有进行缺口疲劳试验的标准试验程序。现有的试验实践倾向于得出峰值等效应变和应变梯度对疲劳寿命的综合影响,而不是单独的影响。本研究旨在开发一种新的测试方法,其中(i)峰值等效应变和(ii)应变梯度对疲劳裂纹起裂寿命的个别影响已通过对C-Mn钢管进行疲劳试验明确提出。轴向/扭转应变控制试验在测量区域中心有一个单面通厚圆孔的管子上进行。研究了代表不同应变梯度条件的不同孔径。测试方法利用测试前的有限元分析,以这样的方式得出不同梯度条件(不同孔径)的共同峰值等效应变幅,或共同孔径的不同峰值等效应变幅。试验前有限元分析的远程应变/相对位移结果被用作实际试验中的控制参数,以获得所需的孔尖端峰值应变幅值。弹塑性预试有限元分析使用三种分解的Chaboche材料模型,并根据固体无缺口试件单轴低周疲劳试验获得的饱和迟滞回线进行校准。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
1.70
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