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- W2214242565 abstract "An iterative modal analysis approach is developed to determine the effect of transverse open cracks on the dynamic behavior of simply supported Euler-Bernoulli beam with the moving mass. The influences of the depth and the position of the crack in the beam have been studied on the dynamic behavior of the simply supported beam system by numerical method. The crack section is represented by a local flexibility matrix connecting two undamaged beam segments i.e. the crack is modelled as a rotational spring. This flexibility matrix defines the relationship between the displacements and forces across the crack section and is derived by applying fundamental fracture mechanics theory. As the depth of the crack is increased the frequency of the simply supported beam with the moving mass is increased." @default.
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- W2214242565 date "2003-09-01" @default.
- W2214242565 modified "2023-09-23" @default.
- W2214242565 title "이동질량을 가진 단순지지 보의 동특성에 미치는 크랙의 영향" @default.
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