LIU Zhi-feng, SONG Bin, GUO Tie-neng, CAI Li-gang, GUO Dong-liang, WANG Feng. Influences of the Bolted Joints on Dynamic Characteristics of Multi-section Crossrail[J]. Journal of Beijing University of Technology, 2012, 38(7): 961-966.
    Citation: LIU Zhi-feng, SONG Bin, GUO Tie-neng, CAI Li-gang, GUO Dong-liang, WANG Feng. Influences of the Bolted Joints on Dynamic Characteristics of Multi-section Crossrail[J]. Journal of Beijing University of Technology, 2012, 38(7): 961-966.

    Influences of the Bolted Joints on Dynamic Characteristics of Multi-section Crossrail

    • Research on the dynamic discrepancy of the integral type and multi-section crossrail,jointed by the high-strength bolt is required.This paper focuses on the dynamic characteristics of the three-section bolted crossrail.The dynamic experiment of the crossrail is carried out at three installation conditions,such as free-free condition,fixed on machine tool,and working condition.At the same condition,the integral crossrail,which ignore the bolted joint,is modeled by three-dimensional software and analyzed by the finite element method(FEM).By comparing the experiment and analysis results,the influences of the bolted joints on three-session beam are explored and no signification discrepancy of the integral and three-section crossrail is found in dynamic characteristics.Therefore,the bolted joints have slight influence on the three-section crossrail,and the conclusion provides an experimental basis for the design,analysis and optimization of the three-section crossrail.
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