Mechanical Behavior Research of a Novel Bridge Tower Structure Based on Model Test

Jing Zeng; Wei Wang; Xi Jun Ye

doi:10.4028/www.scientific.net/AMR.690-693.1732

Paper Titles

Bending Ratcheting Behavior of Zircaloy-4 Alloy at Room Temperature
p.1713

Experimental Study on Fatigue Behavior of 35CrMo Steel after Torsional Prestrain
p.1718

First-Principles Study of the Elastic Properties of Hexagonal Phase ScA_x (A=H, He)
p.1723

Improved Extend Finite Element Method for SIF Calculation
p.1728

Mechanical Behavior Research of a Novel Bridge Tower Structure Based on Model Test
p.1732

Numerical Simulation of the Effect of Temperature on the Failure Strength of Rock
p.1737

Reliability Study on Crack Growth Rate of ADB610 Steel
p.1741

Statistical Analysis of Fatigue Crack Growth Rate of Q345E Steel
p.1749

Super Long Life Fatigue Properties of Rail Steel U71Mn and U75V
p.1753

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 690-693Mechanical Behavior Research of a Novel Bridge...

Mechanical Behavior Research of a Novel Bridge Tower Structure Based on Model Test

Abstract:

Model test is one of the most effective methods to understand the mechanical behavior for complicated bridge structures. In this paper, the model test and the construction technology are described, and analysis specialized in the tower column and the cross beam are done based on the finite element analysis software ANSYS, then compare with the result of the model test. It is proved by both the theory and the test that the design of the tower is safe and reasonable.

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Periodical:

Advanced Materials Research (Volumes 690-693)

Pages:

1732-1736

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.690-693.1732

Citation:

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Online since:

May 2013

Authors:

Jing Zeng, Wei Wang, Xi Jun Ye

Keywords:

Bridge Tower, Construction Technology, Mechanical Behavior, Model Test, Theoretical Analysis

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