Analytical model and experimental verification of an elliptical bridge-type compliant displacement amplification mechanism

In this paper, an analytical model of elliptical bridge-type compliant mechanism is established. Compared with the traditional bridge mechanism, the elliptical bridge-type compliant mechanism has the advantages of light weight, high natural frequency, and more uniform stress distribution. Based on t...

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Veröffentlicht in:Review of scientific instruments 2021-05, Vol.92 (5), p.055109-055109
Hauptverfasser: Wu, Haitao, Lai, Leijie, Zhu, Limin
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Zhu, Limin
description In this paper, an analytical model of elliptical bridge-type compliant mechanism is established. Compared with the traditional bridge mechanism, the elliptical bridge-type compliant mechanism has the advantages of light weight, high natural frequency, and more uniform stress distribution. Based on the strain energy and Castigliano’s displacement theorem, a static model for calculating the displacement amplification ratio and input stiffness is established. Then, the Lagrange equation is used to establish the dynamic model to calculate the natural frequency. After that, finite element simulation and experimental test are both used to verify the proposed analytical model. The results show that the maximum error between the analytical model and finite element simulation is within 8.25% and that of the experimental results is within 6.25%. The conclusion of this paper provides an accurate prediction analytical method for the mechanical performance index design of the elliptical compliant mechanism, which has important theoretical significance.
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Compared with the traditional bridge mechanism, the elliptical bridge-type compliant mechanism has the advantages of light weight, high natural frequency, and more uniform stress distribution. Based on the strain energy and Castigliano’s displacement theorem, a static model for calculating the displacement amplification ratio and input stiffness is established. Then, the Lagrange equation is used to establish the dynamic model to calculate the natural frequency. After that, finite element simulation and experimental test are both used to verify the proposed analytical model. The results show that the maximum error between the analytical model and finite element simulation is within 8.25% and that of the experimental results is within 6.25%. The conclusion of this paper provides an accurate prediction analytical method for the mechanical performance index design of the elliptical compliant mechanism, which has important theoretical significance.</description><identifier>ISSN: 0034-6748</identifier><identifier>EISSN: 1089-7623</identifier><identifier>DOI: 10.1063/5.0047420</identifier><identifier>CODEN: RSINAK</identifier><language>eng</language><publisher>Melville: American Institute of Physics</publisher><subject>Amplification ; Displacement ; Dynamic models ; Error analysis ; Euler-Lagrange equation ; Finite element method ; Mathematical analysis ; Mechanical properties ; Performance indices ; Resonant frequencies ; Scientific apparatus &amp; instruments ; Static models ; Stiffness ; Stress concentration ; Stress distribution ; Weight reduction</subject><ispartof>Review of scientific instruments, 2021-05, Vol.92 (5), p.055109-055109</ispartof><rights>Author(s)</rights><rights>2021 Author(s). 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subjects Amplification
Displacement
Dynamic models
Error analysis
Euler-Lagrange equation
Finite element method
Mathematical analysis
Mechanical properties
Performance indices
Resonant frequencies
Scientific apparatus & instruments
Static models
Stiffness
Stress concentration
Stress distribution
Weight reduction
title Analytical model and experimental verification of an elliptical bridge-type compliant displacement amplification mechanism
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