Dynamic analysis of suspension cable based on vector form intrinsic finite element method

2017 International Conference on Structural, Mechanical and Materials Engineering

材料科学;力学

Qin, Jian^1 ; Qiao, Liang^1 ; Wan, Jiancheng^1 ; Jiang, Ming^1 ; Xia, Yongjun^1

China Electric Power Research Institute, Beijing

100055, China^1

关键词: Central difference method;    Concentrated load;    Engineering applications;    Newton's second law;    Suspension cables;    Tangential tension;    Vector finite element methods;    Vector form intrinsic finite elements (VFIFE);   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/248/1/012025/pdf
DOI  :  10.1088/1757-899X/248/1/012025

来源: IOP

【 摘 要 】

A vector finite element method is presented for the dynamic analysis of cable structures based on the vector form intrinsic finite element (VFIFE) and mechanical properties of suspension cable. Firstly, the suspension cable is discretized into different elements by space points, the mass and external forces of suspension cable are transformed into space points. The structural form of cable is described by the space points at different time. The equations of motion for the space points are established according to the Newton's second law. Then, the element internal forces between the space points are derived from the flexible truss structure. Finally, the motion equations of space points are solved by the central difference method with reasonable time integration step. The tangential tension of the bearing rope in a test ropeway with the moving concentrated loads is calculated and compared with the experimental data. The results show that the tangential tension of suspension cable with moving loads is consistent with the experimental data. This method has high calculated precision and meets the requirements of engineering application.