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- W2896770429 abstract "The subject of the paper is a beam with unsymmetrically varying mechanical properties inthe depth direction. The nonlinear hypothesis of plane cross section deformation is assumed.Based on Hamilton’s principle, two differential equations of motion are obtained. The systemof equations is analytically solved with a view to analyse the bending, buckling and freevibration problems of the beam. Moreover, the FEM model of the beam is developed anddeflections, critical axial forces and natural frequencies of the beam are calculated. Theresults of these two methods are compared." @default.
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- W2896770429 date "2018-10-20" @default.
- W2896770429 modified "2023-10-16" @default.
- W2896770429 title "Bending, buckling and free vibration of a beam with unsymmetrically varying mechanical properties" @default.
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- W2896770429 doi "https://doi.org/10.15632/jtam-pl.56.4.1163" @default.
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