𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Effect Of Axial Load On Forced Vibrations Of Beams

✍ Scribed by L.N. Virgin; R.H. Plaut


Publisher
Elsevier Science
Year
1993
Tongue
English
Weight
252 KB
Volume
168
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

✦ Synopsis


The steady state linear response of beams subjected to a distributed, harmonically varying, transverse force is considered. A static axial load, either tensile or compressive, is also applied to the beam, and damping is included in the analysis. Four standard sets of boundary conditions are treated. The influence of the axial load on the response is investigated, with attention focused on the maximum amplitude of the central deflection over all possible forcing frequencies. Approximate formulas are proposed for the effect of axial load on this maximum response and on the corresponding forcing frequency. The first of these formulas is then compared to a similar approximation for the central deflection when the transverse force is static rather than harmonic.


πŸ“œ SIMILAR VOLUMES


FORCED VIBRATIONS OF ELASTIC BENDING–TOR
✍ C. Adam πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 149 KB

The objective of the present paper is to analyze coupled bending and torsional vibrations of distributed-parameter beams. The governing coupled set of partial differential equations is solved by separating the dynamic response in a quasistatic and in a complementary dynamic response. The quasistatic

Vibrations of double-span uniform beams
✍ P.A.A. Laura; G. SΓ‘nchez Sarmiento; Alicia N. Bergmann πŸ“‚ Article πŸ“… 1983 πŸ› Elsevier Science 🌐 English βš– 264 KB

## This study deals with the determination of natural frequencies of transverse vibrations of simply supported, clamped, and clamped-simply supported beams with an intermediate support subject to an axial force. Results are presented in graphical fashion as a function of the governing geometric an

FREE VIBRATION AND STABILITY OF THIN ELA
✍ H. Matsunaga πŸ“‚ Article πŸ“… 1996 πŸ› Elsevier Science 🌐 English βš– 475 KB

Natural frequencies and buckling loads of a simply supported beam with small length-to-depth ratio and sufficiently thin rectangular cross-sections subjected to initial axial tensile and/or compressive forces are analyzed. By using the method of power series expansion of displacement components, a s