MIDAS-Based Finite Element Analysis of the Short Line Method of the Precast Segmental Bridge Construction

Lin Kun Guan; Xie Dong Zhang; Hui Lei

doi:10.4028/www.scientific.net/AMM.580-583.3093

Paper Titles

The Foundation of Nonlinear Finite Element Model
p.3075

Properties and Moving Time Average for Lévy Walks with Power-Law Waiting-Time Distributions
p.3079

The Scattering of Circular Cylindrical Cavity with Time-Harmonic SH Waves in Infinite Strip Region
p.3083

Numerical Simulation of the Wind Load on the Mast at Different Wind Angles
p.3089

MIDAS-Based Finite Element Analysis of the Short Line Method of the Precast Segmental Bridge Construction
p.3093

Simulation of Acoustic Cavitation Bubble Motion by Lattice Boltzmann Method
p.3098

Research and Development on Similarity Principle of Model Pile
p.3106

Study on the Downburst Field Characteristics under the Influence of Two-Dimensional Continuous Mountains at Different Distance
p.3111

Investigation on the Wind Pressure Asymmetric Coefficient of Transmission Line
p.3115

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583MIDAS-Based Finite Element Analysis of the Short...

MIDAS-Based Finite Element Analysis of the Short Line Method of the Precast Segmental Bridge Construction

Abstract:

This paper studies the precast and cantilever erection process of pre-stressed concrete continuous beam bridge alignment control in short line method, basis on the construction of a light rail. Various stages of bridge construction performed on simulation analysis and calculated by the finite element software MIDAS, concluded the ultimate internal force and deformation values, and the maximum deformation are within the scope of design elevation deviation 20 mm allowed, as to achieve the target of bridge assembly.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

3093-3097

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.3093

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Cite this paper

Online since:

July 2014

Authors:

Lin Kun Guan*, Xie Dong Zhang, Hui Lei

Keywords:

Construction Control, Segmental Precast Construction, Short Line Method

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* - Corresponding Author

References

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