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Experimental study on fatigue performance of M30 high-strength bolts in bolted spherical joints of grid structures

机译:M30高强螺栓在网格结构螺栓球形接头疲劳性能试验研究

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A grid structure with bolted spherical joints (BSJs) is one of the large-span space latticed structures and has been widely used in industrial buildings. Under the alternating actions of the suspension cranes, fatigue failure of BSJs is liable to occur in a high-strength bolt. In this paper, the constant amplitude fatigue tests of 39 40Cr steel alloy M30 high-strength bolts used in BSJs were carried out using an MTS fatigue testing machine. The corresponding fatigue S-N curves were developed with the stress range as the parameter, and the test results were discussed with the theoretical values of the current specifications. Then, by means of the finite element analysis, the stress state and fatigue failure position of bolts in BSJs in tension were discussed. The analysis of fracture morphology was performed to investigate the fatigue fracture characteristics. Finally, on basis of fatigue damage theory, a high-cycle fatigue damage model was adopted to describe the development process of fatigue damage.
机译:具有螺栓球形接头(BSJ)的网格结构是大跨度空间网格结构之一,已广泛用于工业建筑中。在悬吊起重机的交替作用下,高强度螺栓容易发生BSJ的疲劳破坏。本文使用MTS疲劳试验机对BSJ中使用的39个40Cr合金M30高强度螺栓进行了等幅疲劳试验。以应力范围为参数绘制了相应的疲劳S-N曲线,并以现行规范的理论值讨论了试验结果。然后,通过有限元分析,讨论了拉伸状态下BSJ中螺栓的应力状态和疲劳破坏位置。进行断裂形态分析以研究疲劳断裂特性。最后,基于疲劳损伤理论,采用高周疲劳损伤模型来描述疲劳损伤的发展过程。

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