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- W2900404920 abstract "In this paper, bending of a finite beam, positioned on the elastic foundation of tensionless Winkler type, is analysed. Beam is subjected to the two different types of load, concentrated vertical force acting at the one end in combination with the constant equally distributed continuous load action along its length. It is shown that in the case of satisfizing some parameter values, the partial separation of beam from its foundation is possible. The separation can be displayed on the one side or in the middle region of the beam. The position of the points of separation is obtained as the solution of the system of nonlinear algebraic equations. In addition, deflections of the beam are calculated by taking into account the fact that in the region of the separation of the beam from its foundation, the influence of the foundation on the beam deflection does not exist. In a few examples, the beam elastic lines calculated in the classical manner and using the proposed method are compared." @default.
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- W2900404920 date "2018-01-01" @default.
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- W2900404920 title "The contact separation of a finite beam from the tensionless Winkler foundation due to the force acting at the one beam end" @default.
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- W2900404920 doi "https://doi.org/10.5937/tehnika1804479m" @default.
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