TY - JOUR
T1 - Negative stiffness-induced extreme viscoelastic mechanical properties
T2 - Stability and dynamics
AU - Wang, Yun Che
AU - Lakes, Roderic
N1 - Funding Information:
We thank the NSF for support via grant CMS-0136986. Many useful discussions with W. Drugan are gratefully acknowledged.
PY - 2004/12/11
Y1 - 2004/12/11
N2 - Use of negative stiffness inclusions allows one to exceed the classic bounds upon overall mechanical properties of composite materials. We here analyse discrete viscoelastic 'spring' systems with negative stiffness elements to demonstrate the origin of extreme properties, and analyse the stability and dynamics of the systems. Two different models are analysed: one requires geometrical nonlinear analysis with pre-load as a negative stiffness source and the other is a linearized model with a direct application of negative stiffness. Material linearity is assumed for both models. The metastability is controlled by a viscous element. In the stable regime, extreme high mechanical damping tan δ can be obtained at low frequency. In the metastable regime, singular resonance-like responses occur in tan δ. The pre-stressed viscoelastic system is stable at the equilibrium point with maximal overall compliance and is metastable when tuned for maximal overall stiffness. A reversal in the relationship between the magnitude of complex modulus and frequency is also observed. The experimental observability of the singularities in tan δ is discussed in the context of designed composites and poly-crystalline solids with metastable grain boundaries.
AB - Use of negative stiffness inclusions allows one to exceed the classic bounds upon overall mechanical properties of composite materials. We here analyse discrete viscoelastic 'spring' systems with negative stiffness elements to demonstrate the origin of extreme properties, and analyse the stability and dynamics of the systems. Two different models are analysed: one requires geometrical nonlinear analysis with pre-load as a negative stiffness source and the other is a linearized model with a direct application of negative stiffness. Material linearity is assumed for both models. The metastability is controlled by a viscous element. In the stable regime, extreme high mechanical damping tan δ can be obtained at low frequency. In the metastable regime, singular resonance-like responses occur in tan δ. The pre-stressed viscoelastic system is stable at the equilibrium point with maximal overall compliance and is metastable when tuned for maximal overall stiffness. A reversal in the relationship between the magnitude of complex modulus and frequency is also observed. The experimental observability of the singularities in tan δ is discussed in the context of designed composites and poly-crystalline solids with metastable grain boundaries.
UR - http://www.scopus.com/inward/record.url?scp=10644245242&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=10644245242&partnerID=8YFLogxK
U2 - 10.1080/1478643042000282702
DO - 10.1080/1478643042000282702
M3 - Article
AN - SCOPUS:10644245242
SN - 1478-6435
VL - 84
SP - 3785
EP - 3801
JO - Philosophical Magazine
JF - Philosophical Magazine
IS - 35
ER -