Study on Tension and Flexual Rigidity Identification for Cables Having Large Ratio of the Diameter and the Length

Zui, Hiroshi; Hamazaki, Yoshihiro; Namita, Yoshio

doi:10.2208/jscej.2002.703_141

Cited by 3 publications

(1 citation statement)

References 2 publications

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“…Fang and Wang [16] obtained the numerical relationship among flexural rigidity, length, linear density, and vibration frequency based on the transverse vibration equation of the beam under axial tension. In 2002, Zui et al [17] proposed the Kalman filtering method to identify the tension and bending stiffness of the suspender according to the cable vibration caused by an external force. Roman et al [18] proposed that the changing trend of each frequency should be considered in the calculation of cable force, so as to achieve the consistency between the highorder frequency value and the low-order frequency value and meet the shortcomings that the low-order frequency may be difficult to measure in the actual engineering.…”

Section: Introductionmentioning

confidence: 99%

An Accurate Measurement Method for Tension Force of Short Cable by Additional Mass Block

Li¹,

Wang

Hua³

et al. 2021

Advances in Materials Science and Engineering

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The equivalent effective length parameter is introduced into the vibration equation of short cable; that is, the boundary condition that affects the test accuracy of short cable force is equivalent to the calculated length of cable. By attaching an additional mass block to the cable, new parameters are introduced to identify the tension force. Vibration differential equations are established for cable with and without addition mass block, taking new parameters into account, such as equivalent effective length and added mass. By solving the equations using the RITZ method, the analytical relationship between the natural frequency of cable and equivalent effective length before and after a mass block is added can be developed. It can also develop an analytical method to identify the equivalent effective length depending on whether the added mass block is attached. Then, tension force of short length cable can be evaluated by measuring its natural frequency based on equivalent effective length. The method is verified by field tests. The tests results indicate the new method mentioned in this paper is going to largely improve the accuracy of tension force measurement of short length cable.

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Section: Introductionmentioning

confidence: 99%

An Accurate Measurement Method for Tension Force of Short Cable by Additional Mass Block

Li¹,

Wang

Hua³

et al. 2021

Advances in Materials Science and Engineering

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Study on Nonlinear Vibration Stiffness Calculation of Two Ends of Cable Between Struts in a Beam String Structure

Qin

Zheng

Wang

et al. 2023

J. Vib. Eng. Technol.

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Cable Tension Test Research of Short Boom

Wang

Yuan

Zhang

et al. 2011

AMM

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For present-day bridges.cable tensions test is a vitally important job in course of construction.The tensions condition of cables plays an especially important part in the course of construnction and operation.In order to ensure the safety of operation and lengthen the service life,the exact testing result is being required to obtain.In cable stayed bridges and arch bridges, the boundary condition as well as the bending rigidity has an greater effect on the cable forces testing of the short boom.This paper based on Additional Mass Method,using the method of GA-BP Neural network after Genetic Algorithm optimization to identify the cable forces of short boom and a preferable research result is obtained.

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Study on Tension and Flexual Rigidity Identification for Cables Having Large Ratio of the Diameter and the Length

Cited by 3 publications

References 2 publications

An Accurate Measurement Method for Tension Force of Short Cable by Additional Mass Block

An Accurate Measurement Method for Tension Force of Short Cable by Additional Mass Block

Study on Nonlinear Vibration Stiffness Calculation of Two Ends of Cable Between Struts in a Beam String Structure

Cable Tension Test Research of Short Boom

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