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首页> 外文期刊>The Journal of Strain Analysis for Engineering Design >Stress concentration factors in square and circular cross-sectioned bars with axial slots
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Stress concentration factors in square and circular cross-sectioned bars with axial slots

机译:带轴向槽的方形和圆形截面钢筋中的应力集中系数

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摘要

The stress concentration factors (SCFs) in the region of a slot, with semicircular ends, in square and circular cross-sectioned bars have been obtained using the finite element (FE) method. Results are presented for torsion, bending (in two different directions) and axial loading. The effects of the length and width of the slot on the magnitudes and positions of the SCFs were investigated; the overall dimensions of the bars were kept constant. The choice of appropriate nominal stresses for defining the SCFs was given careful consideration. The choice of nominal stress for the torsion case is shown to be of particular importance. The SCFs due to torsion are found to be higher than those due to bending and axial loading. Also, except for short slots, the SCFs due to axial loading are lower than the SCFs caused by the most severe bending case.
机译:已使用有限元(FE)方法获得了在具有半圆形端部的狭缝区域中的正方形和圆形横截面钢筋中的应力集中因子(SCF)。给出了扭转,弯曲(在两个不同方向)和轴向载荷的结果。研究了缝隙的长度和宽度对SCF的大小和位置的影响。条的整体尺寸保持恒定。仔细考虑了用于定义SCF的适当标称应力的选择。对于扭转情况,标称应力的选择显示出特别重要的意义。发现由于扭转引起的SCF比由于弯曲和轴向载荷引起的SCF高。此外,除了短缝之外,轴向载荷引起的SCF低于最严重的弯曲情况引起的SCF。

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