Study on bolt loosening mechanism under transverse load considering slip and adhesion status of contact surfaces

IF 4 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Journal of Constructional Steel Research Pub Date : 2024-11-14 DOI:10.1016/j.jcsr.2024.109149
Liangming Sun , Shuguang Liu , Umar Muhammad , Hanbing Zhao
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Abstract

The complexity of the thread surface makes it challenging to analyze the mechanism of bolt loosening from a mechanical perspective. To analyze the mechanism of bolt loosening, this paper proposes a mathematical model. Initially, the characteristics of the threaded surface are precisely represented using cylindrical and Cartesian coordinate systems, and the contact relationship of the thread contact surface is derived through normal and tangential vectors. Subsequently, the integral expressions for friction force and torque under transverse load are derived. The results indicate that as the frictional force between the contact surfaces increases, the torque caused by the friction force gradually decreases. Complete slip occurs when the frictional force reaches the critical value, at which point the torque is essentially at its minimum. Furthermore, the comparison between theoretical and finite element results demonstrates that the derived formulas can qualitatively express the loosening mechanism of the bolt under transverse load. Parametric analysis shows that the greater the transverse amplitude, the more likely the contact surfaces will slip. Slip reduces the resistance torque between the contact surfaces, leading to bolt loosening. Increasing the friction coefficient of the thread contact surface and ensuring that the friction coefficient of the bolt head contact surface is sufficiently different from that of the thread contact surface can effectively prevent bolt loosening. This strategy ensures that at least one contact surface maintains adhesion during vibrations, sustaining an adequate resisting torque to counteract loosening.
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考虑接触面滑移和粘附状态的横向载荷下螺栓松动机理研究
螺纹表面的复杂性使得从力学角度分析螺栓松动机理具有挑战性。为了分析螺栓松动的机理,本文提出了一个数学模型。首先,使用圆柱坐标系和直角坐标系精确表示螺纹表面的特征,并通过法向量和切向量推导出螺纹接触面的接触关系。随后,推导出横向载荷下摩擦力和扭矩的积分表达式。结果表明,随着接触面之间摩擦力的增加,摩擦力引起的扭矩逐渐减小。当摩擦力达到临界值时,就会发生完全滑移,此时扭矩基本达到最小值。此外,理论结果与有限元结果的比较表明,推导出的公式可以定性地表达横向载荷下螺栓的松动机理。参数分析表明,横向振幅越大,接触面越容易滑动。滑移会降低接触面之间的阻力矩,导致螺栓松动。增加螺纹接触面的摩擦系数,并确保螺栓头接触面的摩擦系数与螺纹接触面的摩擦系数有足够大的差异,可有效防止螺栓松动。这种策略可确保在振动过程中至少有一个接触面保持附着力,从而维持足够的抵抗扭矩以抵消松动。
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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来源期刊
Journal of Constructional Steel Research
Journal of Constructional Steel Research 工程技术-工程:土木
CiteScore
7.90
自引率
19.50%
发文量
550
审稿时长
46 days
期刊介绍: The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.
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