TY - CHAP
T1 - Three-dimensional non-linear shell theory for flexible multibody dynamics
AU - Han, Shilei
AU - Bauchau, Olivier A.
N1 - Publisher Copyright:
© Springer International Publishing Switzerland 2016.
PY - 2016
Y1 - 2016
N2 - In flexible multibody systems, many components are approximated as shells. Classical theories, such as Kirchhoff and Reissner–Mindlin shell theories, are based on a priori kinematic assumptions. While such approach captures the kinetic energy of the system accurately, it cannot represent the strain energy adequately. Indeed, three-dimensional elasticity theory indicates that the normal material line will warp under load, leading to three-dimensional deformations and complex stress states. To overcome this problem, a novel three-dimensional shell theory is proposed in this paper. Kinematically, the problem is decomposed into a large rigid-normal-material-line motion and a warping field. The strains associated with the rigid-normal-material-line motion and the warping field are assumed to remain small. Consequently, the governing equations of the problem fall into two categories: the global equations describing geometrically exact shells and the local equations describing local deformations. The geometrically exact shell equations are nonlinear, two-dimensional equations, whereas the linear, local equations provide the detailed distribution of three-dimensional stress and strain fields. A shell stiffness matrix is found that reflects the effects of warping due to material heterogeneity and curvature. Three-dimensional stress and strain fields are recovered from the two-dimensional shell solution. The proposed approach is valid for anisotropic shells with arbitrary through-the-thickness lay-up configuration undergoing large motion but small strain.
AB - In flexible multibody systems, many components are approximated as shells. Classical theories, such as Kirchhoff and Reissner–Mindlin shell theories, are based on a priori kinematic assumptions. While such approach captures the kinetic energy of the system accurately, it cannot represent the strain energy adequately. Indeed, three-dimensional elasticity theory indicates that the normal material line will warp under load, leading to three-dimensional deformations and complex stress states. To overcome this problem, a novel three-dimensional shell theory is proposed in this paper. Kinematically, the problem is decomposed into a large rigid-normal-material-line motion and a warping field. The strains associated with the rigid-normal-material-line motion and the warping field are assumed to remain small. Consequently, the governing equations of the problem fall into two categories: the global equations describing geometrically exact shells and the local equations describing local deformations. The geometrically exact shell equations are nonlinear, two-dimensional equations, whereas the linear, local equations provide the detailed distribution of three-dimensional stress and strain fields. A shell stiffness matrix is found that reflects the effects of warping due to material heterogeneity and curvature. Three-dimensional stress and strain fields are recovered from the two-dimensional shell solution. The proposed approach is valid for anisotropic shells with arbitrary through-the-thickness lay-up configuration undergoing large motion but small strain.
UR - http://www.scopus.com/inward/record.url?scp=85006833528&partnerID=8YFLogxK
U2 - 10.1007/978-3-319-30614-8_3
DO - 10.1007/978-3-319-30614-8_3
M3 - Chapter
AN - SCOPUS:85006833528
T3 - Computational Methods in Applied Sciences
SP - 33
EP - 66
BT - Computational Methods in Applied Sciences
PB - Springer Netherland
ER -