The main purpose of this work is to introduce a novel method analyzing the dynamic response of a highly flexible slender composite beam having anisotropic property and variable cross-section. A three-dimensional co-rotational model is developed. The beam deformation in dynamic conditions is obtained by applying HHT-α method as dynamic analysis tool. Validation studies with various boundary conditions, multiple external loads and pre-curved structures are performed. Furthermore, dynamic analysis with a large, flexible, and slender composite blade is performed with and without structural couplings. It is shown the developed beam model accurately predicts nonlinear three-dimensional response and anisotropic structural coupling effects.
Funding
Loughborough University
Korea Institute of Energy Research (C0-2453)
National Research Foundation of Korea (NRF), Korea government (MSIT) (No. 2020R1C1C1006006)
History
School
Mechanical, Electrical and Manufacturing Engineering
This is an Accepted Manuscript of an article published by Taylor & Francis in Mechanics of Advanced Materials and Structures on 26 Mar 2022, available at: http://www.tandfonline.com/10.1080/15376494.2022.2048148.