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- W3012919880 abstract "In this paper, an analytical solution is obtained using a modal expansion method to study the forced vibration response of axially-loaded, multi-cracked Euler-Bernoulli (EBT) and Timoshenko beams, including shear deformation and rotary inertia (TBTSDR), with differing boundary conditions, namely, hinged-hinged, clamped-clamped, clamped-hinged, and clamped-free, subjected to two moving loads travelling with a constant velocity. The effects of crack depth and number of cracks on the dynamic response of axially-loaded, cracked beams are studied. Also, the effects of the two moving loads’ velocity and axial loading on the dynamic responses are studied in detail. The results obtained in this study are reasonable and agree well with analytical results available in the literature." @default.
- W3012919880 created "2020-03-27" @default.
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- W3012919880 date "2020-06-01" @default.
- W3012919880 modified "2023-09-26" @default.
- W3012919880 title "Forced vibration of axially-loaded, multi-cracked Euler-Bernoulli and Timoshenko beams" @default.
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- W3012919880 doi "https://doi.org/10.1016/j.istruc.2020.03.030" @default.
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