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Design of Static Test Model for Three-Tower Cable-Stayed Self-Anchored Suspension Composed Bridge

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Abstract:

Cable-stayed self-anchored suspension composed bridges have novel structures and aesthetic appearance with complex system and difficulty for design and construction. In order to acquire a better knowledge of the load-carrying capability of this type of bridges, based on a real bridge and the theory of abnormal similarity, a full-bridge scaled down(1:20) test model was built to simulate the whole process of construction. The test results were preferably fit the theoretical calculation value. It can be seen that the design of the bridge was reasonable, and the accuracy of the calculation of finite element model was verified at the same time. The test and the related results can be used as the reference for the test and design of the similar bridges.

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Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

1528-1535

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.1528

Citation:

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Online since:

May 2011

Authors:

Yu Zhao, Yong Jun Zhou, Jing Sun, Jin Tao Tang, Xu Li

Keywords:

Cable-Stayed Self-Anchored Suspension Bridge, Finite Element Model (FEM), Model Test, Theory of Abnormal Similarity, Whole-Process Simulation of Construction

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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