Determination of the Strain-Free Configuration of Multispan Cable

Joint Authors

Zhang, Chuancai
Guo, Qiang
Zhang, Xinhua

Source

Shock and Vibration

Issue

Vol. 2015, Issue 2015 (31 Dec. 2015), pp.1-6, 6 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2015-06-04

Country of Publication

Egypt

No. of Pages

6

Main Subjects

Civil Engineering

Abstract EN

For building a reasonable finite element geometric model, a method is proposed to determine the strain-free configuration of the multispan cable.

The geometric conditions (the end conditions and the unstretched length conditions) as constraints for the configuration of multispan cable are given.

Additionally, asymptotic static equilibrium conditions are given for determining the asymptotic shape of the multispan cable.

By solving these constraint equations, a set of parameters are determined and then the strain-free configuration of multispan cable is determined.

The method reported in this paper provides a technique for building reasonable FEA geometric model of multispan cables.

Finally, a three-span cable is taken as example to illustrate the effectiveness of the method, and the computed results are validated via the software ADINA.

American Psychological Association (APA)

Zhang, Chuancai& Guo, Qiang& Zhang, Xinhua. 2015. Determination of the Strain-Free Configuration of Multispan Cable. Shock and Vibration،Vol. 2015, no. 2015, pp.1-6.
https://search.emarefa.net/detail/BIM-1078377

Modern Language Association (MLA)

Zhang, Chuancai…[et al.]. Determination of the Strain-Free Configuration of Multispan Cable. Shock and Vibration No. 2015 (2015), pp.1-6.
https://search.emarefa.net/detail/BIM-1078377

American Medical Association (AMA)

Zhang, Chuancai& Guo, Qiang& Zhang, Xinhua. Determination of the Strain-Free Configuration of Multispan Cable. Shock and Vibration. 2015. Vol. 2015, no. 2015, pp.1-6.
https://search.emarefa.net/detail/BIM-1078377

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-1078377