The Effect of Joint Working Mode between Steel Wires on Local Bending Stress of Stay-Cable

Author:

Li Hong1,Zheng Gang2

Affiliation:

1. Inner Mongolia University of Science and Technology

2. Chongqing Communications Research and Design Institute

Abstract

The paper proposed mechanics analysis model to simulate the working patterns between steel wires creatively, established and optimized the finite element model to analyses the bending stress preferably and analogue simulate the layered-slipping condition intuitively.

Publisher

Trans Tech Publications, Ltd.

Reference7 articles.

1. Niels J·Gimsing. Translated by Yao Lingsen, Lin Changchuan. Cable supported bridges(second edition)[M]. Beijing: China Communications Press. (2002).

2. Zheng Gang. Theoretical Analysis and Experimental Studies about Bending Fatigue of the Stay-cable (In Chinese)[M]. Chongqing: the Application for NSFC. (2007).

3. Hong Li, Gang Zheng, Can Chen. Deterination of friction coefficients between steel wires in stay cables (In Chinese) [J]. Journal of Chongqing Jiaotong University: Natural Science, 2011, 2.

4. Can Chen, Gang Zheng, Haijiao Yan, Yuan Du. Further Determination of Friction Coefficients between High-Strength Zinc-Coated Steel Wires in Stay Cables (In Chinese)[J]. Journal of Chongqing Jiaotong University: Natural Science, 2012, 2.

5. Gang Zheng, Hong Li. Normal Stress between Steel Wires in the Stay-cable[J]. Applied Mechanics and Materials (AMM) Journal. (2011).

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