An accurate method for the dynamic behavior of tensegrity structures. Issue 3 (8th May 2018)

• Record Type: Journal Article
• Authors: He, Dongdong; Gao, Qiang; Zhong, Wanxie
• Is Part Of: Engineering computations. Volume 35:Issue 3(2018)
• Page Start: 1250
• Page End: 1278
• Publication Date: 2018-05-08
• Subjects: Nonlinear -- Dynamic behaviour -- Tensegrity -- Newton–Raphson scheme -- Precise integration method; Computer-aided engineering -- Periodicals; Computer graphics -- Periodicals; 620.00285
• DOI: 10.1108/EC-08-2016-0298
• Languages: English
• ISSNs: 0264-4401

Abstract

Abstract : Purpose: The purpose of this paper is to propose an accurate and efficient numerical method for determining the dynamic responses of a tensegrity structure consisting of bars, which can work under both compression and tension, and cables, which cannot work under compression. Design/methodology/approach: An accurate time-domain solution is obtained by using the precise integration method when there is no cable slackening or tightening, and the Newton–Raphson scheme is used to determine the time at which the cables tighten or slacken. Findings: Responses of a tensegrity structure under harmonic excitations are given to demonstrate the efficiency and accuracy of the proposed method. The validation shows that the proposed method has higher accuracy and computational efficiency than the Runge–Kutta method. Because the cables of the tensegrity structure might be tense or slack, its dynamic behaviors will exhibit stable periodicity, multi-periodicity, quasi-periodicity and chaos under different amplitudes and frequencies of excitation. Originality/value: The steady state response of a tensegrity structure can be obtained efficiently and accurately by the proposed method. Based on bifurcation theory, the Poincaré section and phase space trajectory, multi-periodic vibration, quasi-periodic vibration and chaotic vibration of the tensegrity structures are predicted accurately.