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Abstract:
In practical engineering, bolt connection structures are widely used because of their advantages of simplicity, reliability and easy disassembly. The stiffness of bolted connection is between hinge and rigid connection, but it is usually treated as hinge or rigid connection directly in engineering. In order to improve the accuracy of numerical simulation of bolted connection structures and truly reflect the dynamic characteristics of bolted connection structures, it is necessary to determine the true stiffness of bolted connection according to the experimental data. The six degree of freedom spring is used to simulate the bolt connection to establish the simulation model of a bolt connection structure. The spring connection stiffness is taken as the design variable, the residual between the numerical simulation result and the experimental test result of the eigenvector is taken as the objective, and the residual of the natural frequency between numerical simulation result and the experimental test result is taken as the constraint to establish the optimization model. Solving the optimization model to get the spring stiffness is to make the numerical simulation results match the experimental test results of the bolt connection stiffness. The static and dynamic analysis of the modified bolt connection structure is carried out, and the numerical simulation error of the bolt connection structure is analyzed. Numerical examples show that the real stiffness of bolted connection can be determined by the model modification method, which can improve the numerical simulation accuracy of bolted connection structures, and provide theoretical basis and engineering experience for the precise modeling of bolted connection structures. © 2021, Editorial Department of CJAM. All right reserved.
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Source :
Chinese Journal of Applied Mechanics
ISSN: 1000-4939
Year: 2021
Issue: 4
Volume: 38
Page: 1616-1621
Cited Count:
WoS CC Cited Count: 0
SCOPUS Cited Count: 2
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 7
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