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contributor authorHao, Rong-Biao
contributor authorLu, Ze-Qi
contributor authorDing, Hu
contributor authorChen, Li-Qun
date accessioned2024-04-24T22:29:45Z
date available2024-04-24T22:29:45Z
date copyright8/2/2023 12:00:00 AM
date issued2023
identifier issn0021-8936
identifier otherjam_90_11_111004.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4295328
description abstractA novel approach to enhance the shock vibration environment of multi-directions using a high-static-low-dynamic stiffness supported orthogonal six-degrees-of-freedom (DOFs) nonlinear vibration isolation (OSNVI) system is presented in this paper. By combining spring positive stiffness and magnetic negative stiffness, the proposed system achieves high-static-low-dynamic stiffness. Under the multi-directions half-sine vibration, the dynamic equation of the OSNVI is obtained. Both dynamic and static analysis methods are utilized to explore the effect of various parameters on the shock isolation performance of the OSNVI from both the time and frequency domains. The results indicate that the proposed OSNVI can efficiently suppress multi-direction shocks at the cost of only one second. Although a nonlinear jump is usually not expected, the nonlinear jump of the OSNVI could improve the load capacity by increasing the spring stiffness without changing the shock isolation frequency band. Finally, a shock experiment is employed through a three-axis shaker platform to validate the shock isolation performance of the orthogonal six-DOF nonlinear vibration isolator. The proposed OSNVI provides a promising approach to suppress the multi-directional shock vibrations.
publisherThe American Society of Mechanical Engineers (ASME)
titleShock Isolation of an Orthogonal Six-DOFs Platform With High-Static-Low-Dynamic Stiffness
typeJournal Paper
journal volume90
journal issue11
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4062886
journal fristpage111004-1
journal lastpage111004-15
page15
treeJournal of Applied Mechanics:;2023:;volume( 090 ):;issue: 011
contenttypeFulltext


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