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- W2372801653 abstract "For the contact problems and discontinuous deformation analysis problems of multi-bodies interaction system, a nonlinear contact force element model is developed. In the proposed model, the complex behavior of interface is taken account by using Mohr-Coulomb criterion and associated flow rule as well as a certain nonlinear distribution pattern of contact stresses along the interface. The nodal displacements and contact stresses of interface are simultaneously taken as the independent unknowns and the resulting governing equations are formulated for the discrete system. Then the numerical formulations are established and implemented for directly solving for the stresses and deformations of the continuous media and interaction stresses and relative displacements as well as the movements of the discrete bodies. Then the numerical procedure based on the proposed nonlinear contactforce element is applied for elastic analyses of soil-foundation interaction. Through numerical computations, the effects of the relative rigidity of soil and foundation, load amplitude and eccentricity, mechanical parameters of interfaces on the soil-foundation interaction behavior are systematically examined. The computed results will be instructive for consideration of soil-foundation interaction effect in engineering design and analysis." @default.
- W2372801653 created "2016-06-24" @default.
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- W2372801653 date "2004-01-01" @default.
- W2372801653 modified "2023-09-26" @default.
- W2372801653 title "Elastic analysis for soil-foundation interaction by using a nonlinear contact force element model" @default.
- W2372801653 hasPublicationYear "2004" @default.
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