TY - GEN
T1 - Experimental investigation into a passive vibration isolator incorporating a bistable composite plate
AU - Shaw, A. D.
AU - Neild, S. A.
AU - Wagg, D. J.
AU - Weaver, P. M.
AU - Carrella, A.
PY - 2013
Y1 - 2013
N2 - Vibration isolation is an important requirement throughout much of engineering. Furthermore, interest in adding multifunctionality to composite materials has led to work on bistable composite structures, that can ̀snap' between two different shapes. The current work investigates a passive vibration isolation mount that implements the High Static Low Dynamic Stifiness (HSLDS) concept. The HSLDS concept promotes vibration isolation by reducing dynamic stiffness and therefore natural frequency, whilst preserving weight bearing capacity by maintaining good static stiffness. The snap-through of a bistable composite plate is used as a negative stiffness nonlinear spring, which is connected in parallel with linear springs to provide the required nonlinear spring response. We present the experimental dynamic response of a mass-spring system using this nonlinear spring, subjected to harmonic base excitation. We also present the quasi-static force displacement response of the plate, and use a mathematical function fitted to this data to make theoretical predictions for the dynamic response. Experimental results show good agreement with theoretical predictions.
AB - Vibration isolation is an important requirement throughout much of engineering. Furthermore, interest in adding multifunctionality to composite materials has led to work on bistable composite structures, that can ̀snap' between two different shapes. The current work investigates a passive vibration isolation mount that implements the High Static Low Dynamic Stifiness (HSLDS) concept. The HSLDS concept promotes vibration isolation by reducing dynamic stiffness and therefore natural frequency, whilst preserving weight bearing capacity by maintaining good static stiffness. The snap-through of a bistable composite plate is used as a negative stiffness nonlinear spring, which is connected in parallel with linear springs to provide the required nonlinear spring response. We present the experimental dynamic response of a mass-spring system using this nonlinear spring, subjected to harmonic base excitation. We also present the quasi-static force displacement response of the plate, and use a mathematical function fitted to this data to make theoretical predictions for the dynamic response. Experimental results show good agreement with theoretical predictions.
UR - http://www.scopus.com/inward/record.url?scp=84880790257&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/record.url?scp=84881337365&partnerID=8YFLogxK
U2 - 10.2514/6.2013-1833
DO - 10.2514/6.2013-1833
M3 - Conference contribution
AN - SCOPUS:84881337365
SN - 9781624102233
T3 - 54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
BT - 54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
T2 - 54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
Y2 - 8 April 2013 through 11 April 2013
ER -