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Torsional boundary layer effects in shells of revolution undergoing large axisymmetric deformation
Authors:F -C Su  L A Taber
Affiliation:(1) Institute of Biomedical Engineering, National Cheng Kung University, 70101 Tainan, Tainan ROC;(2) Department of Mechanical Engineering, University of Rochester, 14627 Rochester, New York, USA
Abstract:Numerical and asymptotic solutions are developed to the equations governing large torsional, axisymmetric deformation of rubberlike shells of revolution. The shell equations include large-strain geometric and material nonlinearities, transverse shear deformation, transverse normal stress and strain, and torsion. Both analyses allow ready incorporation of different strain-energy density functions. In the asymptotic analysis, the interior solution corresponds to that of nonlinear membrane theory and contains a primary boundary layer. The edge-zone solution gives a secondary boundary layer that, for large strain, divides into a bending-twisting moment component and a torsional-membrane component. The boundary layer behavior is illustrated for a clamped neo-Hookean cylinder subjected to internal pressure and axial torque.List of symbols Latin symbols a General dependent variable - a (mn) Terms of the asymptotic expansion of a(x) - b Characteristic length - c agr Scalar curvature components in the normal direction - c Gamma, c chi, 
$$\bar c_\phi  $$
, c phiv Cosine of 
$$\Gamma _{\theta ,\chi ,\bar \phi ,\phi } $$
, respectively - C Material constant with units of a Young's modulus - e i Deformed local orthonormal basis associated with (theta, s, n)equiv(x 1, x 2, x 3) coordinates - 
$$(\bar e_{r,} \bar e_{\theta ,} \bar e_z )$$
Undeformed cylindrical coordinate basis - 
$$(\hat e_{r,} \hat e_{\theta ,} \hat e_z )$$
Intermediate coordinate basis - g Shear correction factor - H agr Horizontal stress resultants - l 1 Strain invariant - k agrbeta Scalar curvature components - L Undeformed cylinder length - M agrbeta Moment resultants - M agrr, M agrtheta, M agrz Moment resultant components in the basis 
$$(\hat e_{r,} \hat e_{\theta ,} \hat e_z )$$
- N agrbeta Membrane stress resultants - p Internal pressure - p H, p v Horizontal and vertical surface loads, respectively - p i Thickness-averaged surface tractions - Q agr Transverse shear stress resultants - 
$$\bar r$$
, r Radial coordinate prior to, after deformation - R Undeformed cylinder radius - 
$$\bar s$$
, s Meridional coordinate prior to, after deformation - s Gamma, s x, 
$$\bar s_\phi  $$
, s phiv Sine of 
$$\Gamma _{\theta ,\chi ,\bar \phi ,\phi } $$
, respectively - 
$$\bar S$$
, S Reference surface prior to, after deformation - S 1, S 2 Shear stress resultants parallel to the reference surface - S 3 Average transverse normal stress resultant - t Undedotformed shell thickness - T Axial torque - V agr Vertical stress resultants - w Two-dimensional strain-energy density function - w n Terms in expansion for w - W Three-dimensional strain-energy density function - x Undeformed axial coordinate in cylinder - 
$$\bar z$$
, z Axial coordinate prior to, after deformation
Keywords:
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