Closed-form dynamic stiffness formulation for exact modal analysis of tapered and functionally graded beams and their assemblies. (15th January 2022)

• Record Type: Journal Article
• Authors: Liu, Xiang; Chang, Le; Banerjee, J. Ranjan; Dan, Han-Cheng
• Is Part Of: International journal of mechanical sciences. Volume 214(2022)
• Publication Date: 2022-01-15
• Subjects: Tapered beams -- Functionally graded beams -- Dynamic stiffness method -- Wittrick-Williams algorithm -- Free vibration analysis; Mechanical engineering -- Periodicals; Génie mécanique -- Périodiques; Mechanical engineering; Maschinenbau; Mechanik; Zeitschrift; Periodicals; 621.05
• DOI: 10.1016/j.ijmecsci.2021.106887
• Languages: English
• ISSNs: 0020-7403

Abstract

Abstract: The paper proposes a closed-form dynamic stiffness (DS) formulation for exact transverse free vibration analysis of tapered and/or functionally graded beams based on Euler–Bernoulli theory. The novelties lie in both the DS formulation and the solution technique. For the formulation, the developed DS is applicable to a wide range of non-uniform beams whose bending stiffness and linear density are assumed to be polynomial functions of position. This fills a gap of existing closed-form DS element library which is generally limited to linearly tapered/functionally graded beams. For the solution technique, an elegant and efficient J 0 count of tapered element is proposed to apply the Wittrick-Williams (WW) algorithm most effectively. The investigation sheds lights on the so-called J 0 count challenge of the algorithm for other DS elements. The above two novelties make exact and highly efficient modal analysis possible for a wide range of tapered and/or functionally graded beams, without resorting to series solution, numerical integrations or refined mesh discretization. Results for a particular case show excellent agreement with published results. Moreover, we investigate the effects of the taper/functional gradient rate/index and boundary conditions on the free vibration behaviour. Benchmark solutions are provided for individual beams as well as beam assemblies. Graphical abstract: Highlights: Closed-form DS for transverse vibration of tapered/functionally graded beams. Applicable to multiform tapered and/or functionally graded beams and assemblies. It fills the gap of and complete the closed-form DS element library of tapered/functionally graded beams. Elegant and efficient J0 count of tapered element is proposed for the WW algorithm. Effects of taper/functional gradient rate/index and BCs on vibration are investigated.