Finite element analysis of temporary pre-stress system of precast segmental box girder bridge

Author:

Yahui Wang,Zheng Yang,Jiangwei Kang,Zhongming Li

Abstract

The precast segmental bridge has the advantages of fast construction speed, good economic performance, and small impact on the surrounding environment. In order to study the role of the temporary pre-stressing system in the cantilever assembly process of the precast segment box girder bridge, ABAQUS was used to simulate the assembly process of the standard section of a viaduct. Studying the compressive stress and relative sliding of the joint section under the action of the self-weight and temporary pre-stress, the reasonable number and spatial arrangement of the tension pedestal are determined. The research results show that too few roof pedestals will cause the large area decompression state and too much will cause the construction period to be longer. When the roof symmetrical pedestal is located on the inner side of the web, it will obviously increase the area of the zero-compression stress at the end of the top slab. When the distance between the pedestal and the center of the web is 0.12L, the full section meets the minimum consolidation pressure requirement of the glued joint. The reasonable number of tension pedestals and their spatial arrangement will provide specific guidance and reference to assembling construction of actual precast segment box girder in the future.

Publisher

EDP Sciences

Reference11 articles.

1. Fatigue Loading and Temperature Distribution in Single Cell Segmental Box Bridges

2. Huang Y., Wu X. Study on Prefabrication and Installation Technology of Broad Width Box Girder Segment for Approach Bridge of Quanzhou Bay Bridge [J]. Construction Technology, (2015).

3. Li X.B. Study on the mechanical characteristics of externally prestressed concrete box girder assembled with precast segments [D]; Academy of Railway Sciences, (2003).

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