Dynamic and Stability Analysis of Multibolt Plane Joints under Normal Forces

被引:2
|
作者
Li, Zhenyuan [1 ]
Zhang, Yimin [1 ,2 ]
Li, Changyou [1 ]
Tan, Zhi [3 ]
机构
[1] Northeastern Univ, Sch Mech Engn & Automat, Shenyang 110819, Peoples R China
[2] Shenyang Univ Chem Technol, Equipment Reliabil Inst, Shenyang 110142, Peoples R China
[3] Shenyang Machine Tool Grp Co Ltd, Shenyang 110142, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2019年 / 9卷 / 24期
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
rough surface; bolt joint; nonlinear contact stiffness; dynamic behavior; CONTACT STIFFNESS; FRACTAL MODEL; BOLTED JOINT; SURFACE; INTERFACE;
D O I
10.3390/app9245521
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
In this paper, a stiffness model of contact surfaces based on a modified three-dimensional fractal contact model is built, which is in accordance with the experiment results. Additionally, the static, dynamic, and stable behaviors of the bolt joint between the spindle box and the machine bed are analyzed. The mathematical relationship between fractal parameters of the surface topography and the stiffness of the system was established to accurately study its static behaviors. Asymmetric curves are observed from the load-deflection results and the nonlinear stiffness characteristic is also presented. It is shown that both the stress and the stiffness increase with the increase of the displacement near the static equilibrium position. Meanwhile, a simplified model without the consideration of roughness is compared with joint interfaces composed from milling, scraping, and grinding surfaces. Numerical calculation was employed to investigate effects of design parameters on the system under harmonic excitation when the processing method, excitation force, bolt pre-tightening force, topography parameters, and other structural parameters, i.e., nominal contact area, joint thickness and bolt number, are eventually regarded as the control parameters. The aim of the article is to analysis the influence of these parameters, including surface morphology, on nonlinear characteristics of the bolt interface with fractal contact surfaces andto provide some references to improve the characteristics.
引用
收藏
页数:16
相关论文
共 50 条
  • [31] Dynamic stress analysis of rock joints under railway loading
    Cecilio Junior, Marlisio Oliveira
    Indraratna, Buddhima
    Rujikiatkamjorn, Cholachat
    Malisetty, Rakesh Sai
    GEOTECHNIQUE, 2024,
  • [32] ANALYSIS OF VIBRORELIABILITY TESTING UNDER MULTICOORDINATE DYNAMIC FORCES.
    Bozhko, A.E.
    Shpachuk, V.P.
    Vib Eng, 1988, 2 (02): : 113 - 119
  • [33] Shakedown of Plane Frameworks with Respect to Normal Forces.
    Mueller-Hoeppe, N.
    Paulun, J.
    Stein, E.
    Bauingenieur Berlin, 1986, 61 (01): : 23 - 26
  • [34] Non-linear dynamic stability analysis of composite laminates under periodic in-plane compressive loads
    Ganapathi, M
    Boisse, P
    Solaut, D
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1999, 46 (06) : 943 - 956
  • [35] Imperfect Plane Dry Joints under Pressure
    Theiler, Werner
    Reicht, Oliver
    Tue, Nguyen Viet
    Beton- und Stahlbetonbau, 2015, 110 (10) : 687 - 698
  • [36] Shear behavior of planar rock joints under Dynamic Normal Load (DNL) conditions
    Dang, W.
    Konietzky, H.
    Fruehwirt, T.
    ROCK DYNAMICS - EXPERIMENTS, THEORIES AND APPLICATIONS, 2018, : 59 - 64
  • [37] Static forces and torques in mechanisms with plane joints, with application to the Tracta coupling
    Fischer, I. S.
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART K-JOURNAL OF MULTI-BODY DYNAMICS, 2007, 221 (04) : 599 - 614
  • [38] ELASTOPLASTIC ANALYSIS OF PLANE STEEL FRAMES UNDER DYNAMIC LOADING
    Silva, Andrea R. D.
    Fernandes, William L.
    Silveira, Ricardo A. M.
    Goncalves, Paulo B.
    COMPUTATIONAL PLASTICITY XI: FUNDAMENTALS AND APPLICATIONS, 2011, : 1391 - 1402
  • [39] STATIC STABILITY ANALYSIS OF ELASTICALLY RESTRAINED STRUCTURES UNDER FOLLOWER FORCES
    KOUNADIS, AN
    AIAA JOURNAL, 1980, 18 (04) : 473 - 476
  • [40] Dynamic stability of cantilevered functionally graded cylindrical shells under axial follower forces
    Torki, Mohammad Ebrahim
    Kazemi, Mohammad Taghi
    Haddadpour, Hassan
    Mahmoudkhani, Saeed
    THIN-WALLED STRUCTURES, 2014, 79 : 138 - 146