An analytical model for predicting compressive behaviour of composite helical Structures: Considering geometric nonlinearity effect. (1st January 2021)

• Record Type: Journal Article
• Authors: Liu, Tian-Wei; Bai, Jiang-Bo; Lin, Qiu-Hong; Cong, Qiang
• Is Part Of: Composite structures. Volume 255(2021)
• Publication Date: 2021-01-01
• Subjects: Composite helical structures -- Deployable antenna -- Spring -- Compressive stiffness -- Compressive strength -- Geometric nonlinearity; Composite construction -- Periodicals; Composites -- Périodiques; 624.18
• DOI: 10.1016/j.compstruct.2020.112908
• Languages: English
• ISSNs: 0263-8223

Abstract

Highlights: An new analytical model considering geometric nonlinearity effect for predicting compressive behaviour (i.e. stiffness, strength and load–displacement relationship) of composite helical structures (CHS) was proposed. The new analytical model was compared with the classical Wahl model. Predicted results using the new analytical model correlated well with the experimental data, especially for CHS with large helix angle, it had better prediction accuracy and wider application range. Abstract: Composite helical structures (CHS) can store and release strain energy through elastic deformation, which has a good application prospect in automobile, aerospace and other fields, such as shock-absorbing spring, deployable antenna, etc. Compressive behaviour (i.e. stiffness, strength and load–displacement relationship) is one of the most important basic mechanical properties of CHS. In order to accurately predict the compressive behaviour of CHS, this paper proposes a new analytical model considering geometric nonlinearity effect. In the geometric model, the geometric parameters of CHS change continuously with the increase of compressive load. The load–displacement relationship considering geometric nonlinearity is deduced by accumulative compressive load increment and accumulative compressive deformation increment. The compressive stiffness of CHS is obtained using linear fitting with least square method. On this basis, the analytical expression of compressive strength of CHS is derived. The predicted results are compared with experimental data from literatures. It is shown that predictions using the new analytical model correlated well with experimental results. Considering geometric nonlinearity effect in the analytical model can predict the compressive behaviour of CHS more accurately. The analytical model is used to further analyze influences of helix angle and helix diameter on the compressive behaviour of CHS.