Calim, Faruk Firat2025-01-062025-01-0620202228-61602364-184310.1007/s40996-019-00283-x2-s2.0-85067864463https://doi.org/10.1007/s40996-019-00283-xhttps://hdl.handle.net/20.500.14669/2628This paper aims to analyze dynamic response of axially functionally graded (FG) Timoshenko beams on Winkler-Pasternak elastic foundation. Spring constant and material inhomogeneity are used as research parameters in the dynamic analysis. In this study, ODEs in Laplace domain are calculated by using complementary functions method. The analysis is performed in the Laplace domain, and calculations are converted to the time domain by using Durbin's algorithm. The effects of material gradient index, translational and rotational spring constants, slenderness ratio, different boundary conditions and impulsive loads on the dynamic response of FG Timoshenko beams are investigated.eninfo:eu-repo/semantics/closedAccessInverse Laplace transformElastic foundationFunctionally graded beamDynamic responseArticle9203Q290144WOS:000540809800010Q4