On the love strain form of naturally curved and twisted rods

Love proposed in 1944 [A.E.H. Love, A Treatise on the Mathematical Theory of Elasticity. Dover Publications, New York, 1944] that the nonvanishing (linear) strain components of a naturally curved and twist spatial rod, whose centroidal axis is along x and cross-section is in yz plane, can be represented nicely in the form epsilon(xx) = e(1) + zk(2) - yk(3) epsilon(xy) = e(2) + zk(1) epsilon(xz) = e(3) + yk(1) where e(1), e(2), e(3) are the strain components at y = z = 0 and k(1), k(2), k(3) are the curvatures. Functions e(1), e(2), e(3), k(1), k(2), k(3) depend on x alone. Mottershead [J. E. Mottershead, "Finite elements for dynamical analysis for helical rods': International Journal of Mechanical Sciences, 22, (1980), pp 252-283], Pearson and Wittrick [D. Pearson and W.H. Witrick, "An exact solution for the vibration of helical springs using a Bernoulli-Euler Model", International Journal for Mechanical Sciences, 28, (1986), pp 83-96], Leung [A.Y.T. Leung "Exact shape functions for helix elements", Finite Elements in Analysis and Design, 9 (1991), pp 23-32], and Tabarrok and Xiong [B. Tabarrok and Y. Xiong, "On the buckling equations for spatial rods", International Journal for Mechanical Sciences, 31, (1980), pp 179-192] have made use of the Love form. We shall show that the Love form is not even valid for two-dimensionally curved beams when shear deformation is considered. The fact that the differential length ds at point P, on the cross-section with distance y, z away from the centroidal axis is different from the differential length dr at point S on the centroidal axis has been neglected. In fact ds = (1 - k(3)y + k(2)z)dx, where k(i) are initial curvatures, which contribute to the strain components of the first order of curvatures. (C) 1998 Elsevier Science Ltd. All rights reserved.