A mortar contact formulation using scaled boundary isogeometric analysis
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摘要:
Contact analysis is recognized as being the most challenging problem in computational mechanics, because the functional system of contact problems is nonlinear and non-smooth and the convergence and accuracy of contact algorithms are difficult to guarantee. In the traditional finite element method (FEM)-based contact analysis [1,2], the contact body is spatially discretized, and the contact boundary is described using a low-order Lagrange interpolation polynomial. While low-order Lagrange interpolation polynomial works well for planar and low-curvature surfaces [3], artificial oscillations in the contact force and numerical difficulties in the nonlinear solution algorithm occur when a large curvature or finite deformation is encountered [2].