Technical Papers
Dec 10, 2022

Mechanical Analysis of Frictional Continuous Cable Systems Considering the Influence of Load Path

Publication: Journal of Engineering Mechanics
Volume 149, Issue 2

Abstract

Continuous cables are widespread in various fields, and mechanical analysis is an important issue in their application. The structural responses of frictional continuous cable systems under external loads are related to the load path. The influence of load path has seldom been considered in the existing analysis methods. This paper proposes a novel approach for the mechanical analysis of continuous cable systems considering the influence of load path. The constitutive relation of the frictional continuous cables was derived, in which the sliding amount parameters were eliminated. The computational frameworks for both definite and indefinite load path cases were proposed. For a definite load path, the structural responses can be uniquely determined by successively trials and modifications of the nodal sliding state. For an indefinite load path, a formula of all the possible structural responses was derived, and the ranges of the structural responses can be obtained. All computations in the approach were converted to matrix operations. The effectiveness and practicability of the proposed approach were demonstrated by two typical numerical examples.

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Data Availability Statement

All data, models and codes that used support the findings of this study are available from the corresponding author upon reasonable request. The general computational program implemented in MATLAB 2016b is available at https://github.com/ZJUYUXUE/ContinuousCableAnalysis.

Acknowledgments

This work was supported by the National Key R&D Program of China (2021YFF0501001), the National Natural Science Foundation of China (Grant Nos. 52178175 and 52108182), and the Postdoctoral Science Foundation of China (Grant No. 2021M702867).

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 149Issue 2February 2023

History

Received: Sep 6, 2022
Accepted: Oct 5, 2022
Published online: Dec 10, 2022
Published in print: Feb 1, 2023
Discussion open until: May 10, 2023

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Ph.D. Student, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China. Email: [email protected]
Yaozhi Luo, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China (corresponding author). Email: [email protected]
Postdoctoral Researcher, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China; Visiting Scholar, Dept. of Civil and Mechanical Engineering, Technical Univ. of Denmark, Copenhagen 999017, Denmark. ORCID: https://orcid.org/0000-0002-7470-1200. Email: [email protected]
Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China. Email: [email protected]
Hua-Ping Wan, M.ASCE [email protected]
Research Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China. Email: [email protected]
Yanbin Shen [email protected]
Associate Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China. Email: [email protected]

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