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• W1998529998 abstract "This paper presents an inelastic element for the analysis of beams on foundations. The element is derived from a two-field mixed formulation with independent approximation of forces and displacements. The state determination algorithm for the implementation of the element in a general purpose nonlinear finite element analysis program is presented and its stability characteristics are discussed. Numerical studies are performed to compare the model with the classical displacement formulation. The studies confirm the superiority of the proposed model in describing the inelastic behavior of beams on foundations." @default.
• W1998529998 created "2016-06-24" @default.
• W1998529998 creator A5048713436 @default.
• W1998529998 date "2003-04-01" @default.
• W1998529998 modified "2023-09-24" @default.
• W1998529998 title "Mixed formulation of nonlinear beam on foundation elements" @default.
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• W1998529998 doi "https://doi.org/10.1016/s0045-7949(03)00015-4" @default.
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