Abstract
In this chapter, the model of the base force element method (BFEM) on the convex polygonal mesh is studied based on the complementary energy principle for two-dimensional geometrically nonlinear problems. The performances of 2D BFEM for geometrically nonlinear problems are researched. A number of highly geometrically nonlinear problems are solved using the BFEM. The results of BFEM are compared with the traditional 4-node quadrilateral isoparametric element (Q4 model) and 4-node quadrilateral reduced integration element (Q4R model). The numerical results of examples show that the BFEM has good performance. The two-dimensional formulation of BFEM with complementary energy principle provides reliable predictions for convex polygonal mesh problems in geometrically nonlinear analysis.
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