𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Supercritical equilibrium solutions of axially moving beams with hybrid boundary conditions

✍ Scribed by H. Ding; G.C. Zhang; L.Q. Chen


Publisher
Elsevier Science
Year
2011
Tongue
English
Weight
381 KB
Volume
38
Category
Article
ISSN
0093-6413

No coin nor oath required. For personal study only.

✦ Synopsis


In this paper supercritical equilibria and critical speeds of axially moving beams constrained by sleeves with torsion springs are deduced. Transverse vibration of the beams is governed by a nonlinear integropartial-differential equation. In the supercritical regime, the corresponding static equilibrium equation for the hybrid boundary conditions is analytically solved for the equilibria and the critical speeds. In the view of the non-trivial equilibrium, comparisons are made among the integro-partial-differential equation, a nonlinear partial-differential equation for transverse vibration, and coupled equations for planar motion under the hybrid boundary conditions.


πŸ“œ SIMILAR VOLUMES


VIBRATION ANALYSIS OF BEAMS WITH GENERAL
✍ M.ABU HILAL; H.S. ZIBDEH πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 194 KB

This paper contributes to the basic fundamental problem of vibration of elastic homogeneous isotropic beam with general boundary conditions traversed by moving loads. Closed-form solutions for the response of beams subjected to a single deterministic moving force are obtained. The moving force is as

VIBRATION OF BEAMS WITH GENERAL BOUNDARY
✍ M. ABU-HILAL; M. MOHSEN πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 230 KB

Vibrational behavior of elastic homogeneous isotropic beams with general boundary conditions due to a moving harmonic force is analyzed. The analysis duly considers beams with four di!erent boundary conditions; these include pinned}pinned, "xed}"xed, pinned}"xed, and "xed}free. The response of beams

Free vibration and stability analysis of
✍ A. Shahba; R. Attarnejad; M. Tavanaie Marvi; S. Hajilar πŸ“‚ Article πŸ“… 2011 πŸ› Elsevier Science 🌐 English βš– 733 KB

Free vibration and stability analysis of axially functionally graded tapered Timoshenko beams are studied through a finite element approach. The exact shape functions for uniform homogeneous Timoshenko beam elements are used to formulate the proposed element. The accuracy of the present element is c