![]() The design of plates at a post-critical stage is available to allow local buckling of slender plates. The resistance of the steel plates is controlled by limiting the plastic strain of plates and the strength of connectors, e.g., welds, bolts and anchor bolts. ![]() The method is developed for the design of generally loaded complicated joints, where the distribution of internal forces is complex. The CBFEM model is verified by an analytical solution based on existing formulas. ![]() The validated model is used to verify the component-based FEM (CBFEM) model, which combines the analysis of internal forces by the finite element method and design of plates, bolts and welds by the component method (CM). The research-oriented finite element method (RFEM) model is validated with the results of experimental tests. ![]() The finite element method is employed to examine the block shear failure. This paper presents the behaviour and design procedure of bolted connections which tend to be sensitive to block shear failure. ![]()
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