A new approach for displacement functions of a curved Timoshenko beam element in motions normal to its initial plane

• Published in: International journal for numerical methods in engineering 2005-11, Vol.64 (10), p.1375-1399
• Main Authors: Wu, Jong-Shyong, Chiang, Lieh-Kwang
• Format: Article
• Language: English
• Subjects: Computational techniques; Constants; curved beam (arc) element; Curved beams; Displacement; displacement functions; Exact sciences and technology; forced vibration; free vibration; Fundamental areas of phenomenology (including applications); mass matrix; Mathematical analysis; Mathematical methods in physics; Mathematical models; Numerical analysis; Physics; Planes; Simultaneous equations; Solid mechanics; stiffness matrix; Structural and continuum mechanics; Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)
• ISSN: 0029-5981; 1097-0207
• DOI: 10.1002/nme.1420

In existing literature, either analytical methods or numerical methods, the formulations for free vibration analysis of circularly curved beams normal to its initial plane are somewhat complicated, particularly if the effects of both shear deformation (SD) and rotary inertia (RI) are considered. It is hoped that the simple approach presented in this paper may improve the above‐mentioned drawback of the existing techniques. First, the three functions for axial (or normal to plane) displacement and rotational angles about radial and circumferential (or tangential) axes of a curved beam element were assumed. Since each function consists of six integration constants, one has 18 unknown constants for the three assumed displacement functions. Next, from the last three displacement functions, the three force–displacement differential equations and the three static equilibrium equations for the arc element, one obtained three polynomial expressions. Equating to zero the coefficients of the terms in each of the last three expressions, respectively, one obtained 17 simultaneous equations as functions of the 18 unknown constants. Excluding the five dependent ones among the last 17 equations, one obtained 12 independent simultaneous equations. Solving the last 12 independent equations, one obtained a unique solution in terms of six unknown constants. Finally, imposing the six boundary conditions at the two ends of an arc element, one determined the last six unknown constants and completely defined the three displacement functions. By means of the last displacement functions, one may calculate the shape functions, stiffness matrix, mass matrix and external loading vector for each arc element and then perform the free and forced vibration analyses of the entire curved beam. Good agreement between the results of this paper and those of the existing literature confirms the reliability of the presented theory. Copyright © 2005 John Wiley & Sons, Ltd.