Bolt Thread and Head Fillet Stress Concentration Factors

T. F. Lehnhoff, Bradley A. Bunyard
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引用次数: 39

Abstract

Linear finite element analysis (fea) was performed to determine stress concentration factors for the threads and the bolt head fillet in a bolted connection. The fea models consisted of axisymmetric representations of a bolt and two circular steel plates each 20 mm in thickness. The bolts studied were 8, 12, 16, 20, and 24 mm diameter grade 10.9 metric bolts with the standard M thread profile. The threads were modeled at both the minimum and maximum allowable depths. The fillet between the bolt shank and bolt head connection was modeled at its minimum radius. Each bolt was loaded to its proof strength. A comparison is made to stress concentration factors typically used in bolted connection design. Stress concentration factors in the head fillet were 3.18, 3.23, 3.63, 3.58, and 3.90 for the 8, 12, 16, 20, and 24 mm bolts, respectively. Thread stress concentration factors were highest in the first engaged thread and decreased in each successive thread moving toward the end of the bolt. Stress concentration factors for the shallow thread models ranged from 1.17 to 4.33, 0.87 to 4.32, 0.83 to 4.67, 0.87 to 4.77, and 0.82 to 4.82 for the 8, 12, 16, 20, and 24 mm bolts, respectively. Likewise, stress concentration factors for the deep thread models ranged from 1.18 to 4.80, 0.88 to 4.80, 0.78 to 5.12, 0.83 to 5.17, and 0.82 to 5.22 for the 8, 12, 16, 20, and 24 mm bolts, respectively.
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螺栓螺纹和头角应力集中系数
采用线性有限元分析方法确定了螺栓连接中螺纹和螺栓头圆角的应力集中系数。有限元模型由一个螺栓和两个各20毫米厚的圆形钢板的轴对称表示组成。所研究的螺栓是8,12,16,20和24mm直径等级10.9公制螺栓,具有标准的M螺纹轮廓。在最小和最大允许深度下对螺纹进行建模。螺栓杆和螺栓头连接之间的圆角以最小半径建模。每个螺栓都装上了它的强度。对螺栓连接设计中常用的应力集中系数进行了比较。8、12、16、20和24 mm螺栓头角应力集中系数分别为3.18、3.23、3.63、3.58和3.90。螺纹应力集中系数在第一个啮合螺纹中最高,在向螺栓末端移动的每个螺纹中依次降低。8、12、16、20和24 mm螺栓浅螺纹模型的应力集中系数分别为1.17 ~ 4.33、0.87 ~ 4.32、0.83 ~ 4.67、0.87 ~ 4.77和0.82 ~ 4.82。同样,8、12、16、20和24 mm螺栓的深螺纹模型应力集中系数分别为1.18 ~ 4.80、0.88 ~ 4.80、0.78 ~ 5.12、0.83 ~ 5.17和0.82 ~ 5.22。
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