New Method for Shape Finding of Self-Anchored Suspension Bridges with Three-Dimensionally Curved Cables
Publication: Journal of Bridge Engineering
Volume 20, Issue 2
Abstract
A method for the shape finding of a specific type of self-anchored suspension bridge whose main cable is three-dimensionally curved is proposed in this study. The method, referred to as the coordinate iteration method (CIM), is developed from the force equilibrium features of the rational arch axis for suspension cables modeled by truss-cable elements. By establishing the linear iterative equations in terms of unknown coordinates and updating the relation matrices iteratively, a trial profile of the three-dimensional cable-only system easily and stably converges to the target system. The CIM is then extended to the shape finding of the total bridge system with the aid of a specific numerical model proposed in this study referred to as the indiscrimination coordinate rod model (ICRM). This model is used to simulate the core deformation effects of the total bridge. The detailed procedure undertaken to establish a finite-element model of the equilibrium system for the finished dead load state based on CIM and ICRM is also presented. The precision and efficiency of the method are demonstrated through actual numerical examples.
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Acknowledgments
This work is a part of a funded research project (2013M531698) supported by the China Postdoctoral Science Foundation. The authors thank the Tianjin Urban Construction Design Institute for valuable data and Prof. G. H. Du at Tongji University for significant suggestions.
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Information & Authors
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Published In
Journal of Bridge Engineering
Volume 20 • Issue 2 • February 2015
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Sep 26, 2013
Accepted: Apr 18, 2014
Published online: May 28, 2014
Published in print: Feb 1, 2015
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