Mf. Coughlin et D. Stamenovic, A TENSEGRITY STRUCTURE WITH BUCKLING COMPRESSION ELEMENTS - APPLICATION TO CELL MECHANICS, Journal of applied mechanics, 64(3), 1997, pp. 480-486
A tensegrity structure composed of six slender struts interconnected w
ith 24 linearly elastic cables is used as a model of cell deformabilit
y. Struts are allowed to buckle under compression and their post-buckl
ing behavior is determined from an energy formulation of the classical
pin-ended Euler column. At the reference state, the cables carry init
ial tension balanced by forces exerted by struts. The structure is str
etched uniaxially and the stretching force versus axial extension rela
tionships are obtained for different initial cable tensions by conside
ring equilibrium at the joints. Structural stiffness is calculated as
the ratio of stretching force to axial extension. Predicted dependence
s of structural stiffness on initial cable tension and on stretching f
orce are consistent with behaviors observed in living cells. These pre
dictions are both qualitatively and quantitatively superior to those o
btained previously from the model in which the struts are viewed as ri
gid.