Extending the basic theory of the plastic node method (PNM), a general theory for the elasticplastic analysis of structures considering strain-hardening effects is proposed. In the plastic node method, plastic deformations of a finite element are concentrated at the nodes, while the inside of the element remains elastic. A strain-hardening rate for the plastic nodal displacement is proposed by equating the plastic work done at the plastic node with that evaluated in the actual elastic-plastic stress distribution within the element. For framed structures, this nodal-point strain-hardening rate gives a reasonable definition of strain-hardening rate at a plastic hinge subjected to combined loads. Two yield criteria for beam-column and shell elements are employed, one of which is based on a full plastic condition, while in the second criterion an intermediate plastic state between the initial yielding and the full yielding of sections is taken into account. Applying the extended theory of plastic node method, several examples including an elastic-plastic large deflection analysis of plates are shown, and the validity and usefulness of the proposed method are demonstrated.
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