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

Hong Li; Gang Zheng

doi:10.4028/www.scientific.net/AMM.166-169.600

Paper Titles

Structural Design Optimization for a Case of a High-Rise Comprehensive Building
p.579

Experimental Investigation on Vertical Tension Property of Laminated Rubber Bearings
p.583

Finite Element Model Updating of a Steel Jacket Scale Model
p.588

Research and Application of the Combined of SWMM and Tank Model
p.593

The Effect of Joint Working Mode between Steel Wires on Local Bending Stress of Stay-Cable
p.600

Experiment Study on Static Mechanical Behavior of Plain Steel Plate-Light Weight Concrete Hollow Composite Decks
p.604

Study on Static Design Methods of Plain Steel Plate-Light Weight Concrete Hollow Composite Decks
p.610

Nonlinear Finite Element Analysis of Layered Steel Fiber Reinforced Concrete Beam
p.616

Analysis on High Rates of Scaling and Salt Accumulation of 600MW Supercritical once-through Boiler
p.620

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169The Effect of Joint Working Mode between Steel...

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

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.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

600-603

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.600

Citation:

Cite this paper

Online since:

May 2012

Authors:

Hong Li, Gang Zheng

Keywords:

Local Bending Stress, Stay Cables, Steel Wires

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

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

Google Scholar

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

Google Scholar

[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

Google Scholar

[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

Google Scholar

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

DOI: 10.4028/www.scientific.net/amm.50-51.541

Google Scholar

[6] Antonio Caballero, Marcel Poser. Local Bending Stresses in Stay Cables with an Elastic Guide, Structural Engineering International,2010,3.

DOI: 10.2749/101686610792016745

Google Scholar

[7] Chinese National Standard, Technical conditions for hot-extruding PE protection high strength wire cable of cable-stayed bridge (GB/T 18365- 2001)[S].(2001)

Google Scholar