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- W2375182012 abstract "It is obvious that the beams on elastic foundations with different boundary conditions,and/or with different concentrated and/or distributed loads should be analyzed separately in traditional approaches.In order to overcome this problem,the concept of beam on elastic foundation with generalized bearings was proposed in this paper.In the study,a fundamental system corresponding to this kind of beam was selected,and the fundamental solution to this system was also derived.Subsequently,applying the modified theorem of reciprocal work between the fundamental system and the actual system,a deflection curve of the actual system with generalized bearings was obtained.A case study on the beam on elastic foundation with both built-in ends which subjected to uniform loads was conducted to calculate the deflections,rotating angles,moments,and shear forces along the beam axis.The study result shows that the elastic beam with generalized bearings contains all possible boundary conditions and the most possible load conditions which may exist in actual elastic foundation beam,and the actual elastic foundation beam problems.The beams on elastic foundations encountered in engineering are specific which can be easily modeled using the method proposed in this paper without any complicated deduction." @default.
- W2375182012 created "2016-06-24" @default.
- W2375182012 creator A5057537271 @default.
- W2375182012 date "2010-01-01" @default.
- W2375182012 modified "2023-09-28" @default.
- W2375182012 title "Basic solution and its application to beam on elastic foundation with generalized bearings" @default.
- W2375182012 hasPublicationYear "2010" @default.
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