𝔖 Bobbio Scriptorium
✦   LIBER   ✦

NATURAL FREQUENCIES OF A NON-UNIFORM BEAM WITH MULTIPLE CRACKS VIA MODIFIED FOURIER SERIES

✍ Scribed by D.Y. ZHENG; S.C. FAN


Publisher
Elsevier Science
Year
2001
Tongue
English
Weight
345 KB
Volume
242
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

✦ Synopsis


A new method is presented in this paper for computing the natural frequencies of a non-uniform beam with an arbitrary number of transverse open cracks. The essence of this new method lies in the use of a kind of modi"ed Fourier series (MFS) which is specially developed for a beam with transverse open cracks. Unlike conventional Fourier series, modi"ed Fourier series can approach a function with internal geometrical discontinuities. Based on the modi"ed Fourier series, one can treat the cracked beam in the most usual way and thus reduce the problem to a simple one. The beam can be of non-uniform cross section and the number of cracks can be arbitrary. By using the present method, only standard linear eigenvalue equations, rather than non-linear algebraic equations, need to be solved. All the formulae are expressed in matrix form which renders the programming quite straightforward.


πŸ“œ SIMILAR VOLUMES


NATURAL FREQUENCY CHANGES OF A CRACKED T
✍ D.Y. ZHENG; S.C. FAN πŸ“‚ Article πŸ“… 2001 πŸ› Elsevier Science 🌐 English βš– 434 KB

A new method is presented in this paper for computing the natural frequencies of a Timoshenko beam with an arbitrary number of transverse open cracks. The essence of this new method lies in the use of a kind of modi"ed Fourier series (MFS) which is developed particularly for a Timoshenko beam having

THE EXACT SOLUTIONS FOR THE NATURAL FREQ
✍ D.-W. CHEN; J.-S. WU πŸ“‚ Article πŸ“… 2002 πŸ› Elsevier Science 🌐 English βš– 337 KB

For a beam carrying n spring}mass systems, if the left side and right side of each attaching point and each end of the beam are regarded as nodes, then considering the compatibility of deformations and the equilibrium of forces between the two adjacent beam segments at each attaching point and incor