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Constant amplitude fatigue test of high strength bolts in grid structures with bolt-sphere joints

机译:用螺栓球接头栅格结构高强度螺栓的恒定幅度疲劳试验

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摘要

The grid structure with bolt-sphere joints is widely adopted by industrial plants with suspending crane. The alternating reciprocating action of the suspending crane will cause fatigue problems of the grid structure with bolt-sphere joints with respect to the rod, the cone, the sealing plate, the bolt ball and the high strength bo while the fatigue of the high strength bolt is the key issue of fatigue failure. Based on efficient and smooth loading equipment with the ANISLER fatigue testing machine, this paper conducted a constant amplitude fatigue test on 18 M20 and 14 M30 high strength bolts with 40Cr material, and obtained 19 valid failure points, 9 unspoiled points with more than 2 million cycles, and 4 abnormal failure points. In addition, it established the constant amplitude fatigue design method, [Delta sigma](2x10)(6)=58.91MPa, and analyzed the stress concentration and the fatigue fracture of high strength bolts. It can be explained that the geometrical stress concentration of high -strength bolt caused by spiral burr is severe.
机译:具有螺栓球接头的栅格结构被工业设备与悬挂起重机广泛采用。悬挂起重机的交替往复动作将导致栅极结构与螺栓球接头相对于杆,锥形,密封板,螺栓球和高强度螺栓疲劳问题。虽然高强度螺栓的疲劳是疲劳失败的关键问题。基于高效且平滑的装载设备与辅助疲劳试验机,用40Cr材料进行18 M20和14 M30的高强度螺栓进行恒定振幅疲劳试验,并获得了19个有效的失效点,9个未受破坏的点,超过200万循环和4个异常失效点。此外,它建立了恒压疲劳设计方法,δ(2×10)(6)= 58.91MPa,并分析了高强度螺栓的应力浓度和疲劳骨折。可以解释,由螺旋毛刺引起的高压螺栓的几何应力集中是严重的。

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