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- W2012175826 abstract "The nonlinear bending analysis of a beam with immovable ends and of any edge conditions (hinged or clamped) is studied here. In addition to the nonlinearity arising from the stretching of the neutral axis, the exact expression for curvature is also considered. The governing equation is formulated using the inplane and transverse displacements of the neutral axis of the beam. A simple, numerically exact iterative method is used to solve the resulting equations for evaluating the deflections and stresses for various loadings. Numerical results are compared with available ones for both immovable and movable end conditions. It is observed that the hardening effect due to axial force predominates over that resulting from the use of an actual nonlinear expression for curvature, which leads to the conclusion that it is enough to consider only the nonlinearity arising from the axial force in the nonlinear analysis of beams with immovable ends." @default.
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- W2012175826 date "1986-01-01" @default.
- W2012175826 modified "2023-09-23" @default.
- W2012175826 title "A general iterative numerical approach to the finite deflection analysis of beams" @default.
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- W2012175826 doi "https://doi.org/10.1016/0045-7949(86)90059-3" @default.
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