On the Relation between Strength and Stiffness of Cable Tray

Author:

Ma Yongqi1ORCID,Ding Weidong2,Ding Chao2,Ma Hang1ORCID

Affiliation:

1. School of Mechanics and Engineering Science, Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 200444, China

2. Shanghai Zhangxiang Electrical Appliance Company Ltd., Shanghai 201400, China

Abstract

In order to realize the optimal design of the cable supporting system for the purpose of material saving and energy saving and green manufacturing, the strength-stiffness ratio is proposed in the paper in nondimensional form, which defines quantitatively the relation between the static load strength and stiffness of the cable tray. On the premise of ensuring service safety, the correlation between the strength and stiffness of the cable tray under static load is discussed extensively through the theoretical analysis of the mechanical model. The weakest link in the carrying capacity of the cable tray as well as the issue that needs to pay attention is proposed in the process of design and the test of the cable tray. A reasonable strength-stiffness ratio will help to make full use of the potential of material strengths. The value of the strength-stiffness ratio is obtainable by means of the finite element method or by the loading test of the cable tray. It is shown through the analysis that the value of the strength-stiffness ratio being setting in the range close to but less than 1 will make comparatively reasonable material utilization and will help the deflection test going smoothly to obtain a relatively safer allowable working load for the cable tray.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

General Engineering,General Mathematics

Reference38 articles.

1. Analysis and design procedure for cable tray support systems subjected to dynamic loading;M. F. Samara

2. Evaluation of cable tray and conduit systems using the seismic experience data base

3. Dynamic response of cable tray systems: seismic testing,;G. E. Howard

4. Seismic tests of cable traysystems;P. Masoni

5. Dynamical analysis of transmission line cables. Part 3—Nonlinear theory

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