کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
513807 | 866650 | 2015 | 18 صفحه PDF | دانلود رایگان |
• Solid-shell elements attending shear, trapezoidal and thickness locking are employed.
• To avoid interpenetration, a curvature-based reversible adaptive meshing is devised.
• Kirchhoff condition is employed to reduce dynamic oscillation of new-inserted nodes.
• The predicted drape shapes appear to be realistic with interpenetration avoided.
In this paper, 4-node quadrilateral and 3-node triangular solid-shell elements are applied to drape simulations. With locking issues alleviated by the assumed natural strain method and plane-stress enforcement, static and dynamic drape problems are attempted by the quadrilateral element. If the drape is deep and the mesh density is inadequate, non-realistic sharp folds are predicted due to the non-physical interpenetration of top and bottom element surfaces. To avoid the interpenetration, a reversible adaptive subdivision based on the 1–4 splitting method is developed. To ensure displacement compatibility among elements at different subdivision levels, macro-transition elements are formed by quadrilateral and triangular solid-shell elements. To reduce the dynamic oscillation induced by newly inserted nodes, the discrete Kirchhoff condition is employed to determine the related nodal variables. Dynamic drape examples using adaptive meshing are presented. It can be seen that the predictions look realistic and deep drapes can be predicted with the interpenetration avoided yet the required number of nodes can be kept relatively small.
Journal: Finite Elements in Analysis and Design - Volume 106, 15 November 2015, Pages 85–102