TY - JOUR
T1 - A 3D PVP co-rotational formulation for large-displacement and small-strain analysis of bi-modulus materials
AU - Zhang, L.
AU - Dong, K. J.
AU - Zhang, H. T.
AU - Yan, B.
PY - 2016
Y1 - 2016
N2 - An efficient computational method is developed for large-displacement and small-strain analysis of 3D bi-modulus materials which are often found in civil, composite and biological engineering. Based on the parametric variational principle (PVP), a unified constitutive equation of 3D bi-modulus materials is proposed to deal with the problem of numerical instability. The small-strain bi-modulus problem is transformed into a standard linear complementarity problem that can be solved easily by the classic Lemke's algorithm. By using the co-rotational approach, the local PVP formulation is combined with an existing co-rotational formulation and a new tangent stiffness matrix, including a parametric variable, is derived for geometrically nonlinear analysis. Traditional stress iteration is not required for calculation of the nodal internal force when the Newton-Raphson scheme or Arc-length method is employed to solve the material and geometric nonlinear problem. Convergence of the proposed algorithm is improved greatly in contrast to the traditionally iterative solution. Also, the proposed algorithm is used to simulate a unilateral contact behavior of staggered bio-composites and the effective elasticity modulus of composites is determined accurately.
AB - An efficient computational method is developed for large-displacement and small-strain analysis of 3D bi-modulus materials which are often found in civil, composite and biological engineering. Based on the parametric variational principle (PVP), a unified constitutive equation of 3D bi-modulus materials is proposed to deal with the problem of numerical instability. The small-strain bi-modulus problem is transformed into a standard linear complementarity problem that can be solved easily by the classic Lemke's algorithm. By using the co-rotational approach, the local PVP formulation is combined with an existing co-rotational formulation and a new tangent stiffness matrix, including a parametric variable, is derived for geometrically nonlinear analysis. Traditional stress iteration is not required for calculation of the nodal internal force when the Newton-Raphson scheme or Arc-length method is employed to solve the material and geometric nonlinear problem. Convergence of the proposed algorithm is improved greatly in contrast to the traditionally iterative solution. Also, the proposed algorithm is used to simulate a unilateral contact behavior of staggered bio-composites and the effective elasticity modulus of composites is determined accurately.
UR - https://hdl.handle.net/1959.7/uws:64293
U2 - 10.1016/j.finel.2015.11.002
DO - 10.1016/j.finel.2015.11.002
M3 - Article
SN - 0168-874X
VL - 110
SP - 20
EP - 31
JO - Finite Elements in Analysis and Design
JF - Finite Elements in Analysis and Design
ER -